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0234 VINEYARD ROAD - Health (2)
� cotuit A = 015 006 �oFjME AOiy,� Town of Barnstable Planning Board Vic9 BARN8 .$* 200 Main Street, Hyannis, Massachusetts 02601 �A �eS� aim Tel: (508) 862-4687 Fax (508) 862-4725 rFn►�no� NOv 1 $ 2003 OF �OWHE�L�NpEPT g�E MEMO DATE: Nov ber 17, 2003 TO: Board of Health O Police Chief O Cable Television Company O School Bus Person O Conservation Commission O Telephone Company O Electric Company O Tree Warden O Engineering Division,DPW O Water Department Superintendent O Fire District Chief O Other O Gas Company n FROM: Barnstable Planning Board SUBJECT: Subdivision Plan Number: #799 Submittal Date: 11/7/2003 Plan Entitled: Vineyard Road Subdivision Location: Off Main Street Village: Cotuit Engineer/Surveyor: Down Cape Engineering Owner's Name-H. Gates &Wingate Lloyd Map: 15 Lot 6 Acres: 21.40 Zone: RF The above identified subdivision plan has been submitted to the Planning Board. A Public Hearing/action has been scheduled for December 8„ 2003 Please forward any recommendations or comments to the Planning Board office before this date. Sincerely Yours, Raymond Lang, Chairman S' 0 °Ftrr �� Town of Barnstable BARNSTABLE, . Board of Health v� 1639• � P.O.Box 534 Hyannis MA 02601 .orFD MA'S A unite: 3UZS-602-4044 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne Miller,M.D. December 30,2003 Mr. Raymond Lang Subdivision#799, Vineyard Road Chairman, Planning Board Petitioners: H. Gates Lloyd and 200 Main Street William Lloyd Hyannis, MA 02601 Assessor's Map 15,parcel 6 Engineer: Downcape Engineering CONTACT: Attorney Charles Sabatt Dear Mr. Lang: During the public meeting of the Board of Health held on December 16, 2003, the Board reviewed the above referenced subdivision and makes the following recommendations: • Percolation tests must be conducted on each lot at each leaching location, before a disposal works construction permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey- Probable High Groundwater Levels on Cape Cod, Massachusetts and/or by other methods for determining such elevations allowed under State Title V and local Board of Health Regulations. • Each proposed septic system must conform to 310 CMR 15.000, the State Environmental Code, Title V, and the Town of Barnstable Rules and Regulations. • Each septic system shall be located within the prescribed boundaries of each individual lot. • Each and every dwelling constructed within this subdivision shall be.serviced by public water. • Any lawn area created must be covered by at least four(4) inches of loam. • All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. . Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. Q:HEALTH/WP/.SubdivisionVineyard • The applicant must receive an Order of Conditions from the Conversation Commission, if applicable. • The Board of Health recommends that all drainage be contained onsite at each lot. Very t ly yours, Wa e . iller, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Linda Hutchenrider, Town Clerk Arne Ojala Conservation Commission Cotuit Water District Q:HEALTH/WP/.SubdivisionV ineyard TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN Date: November 3, 2003 Subdivision#:799 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: Plan Title: Vineyard Road Definitive Subdivision #799 Vineyard Road in Cotuit, Barnstable Massachusetts arns a e County) prepared for H. GateS7 TIC inga e ttuyu. Plan Date: 10/29/03 Assessors Map and Parcel Number(s): Map 15, Parcel 6 Zoning: RF Area: 21.40 acrRc�nber of Lots: 5 Drawn By: BSC Group Address: --6-5-7-Main street, Unit West Yarmouth, Phone-,508-778-8919 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: Barnstable County Registr7T of Deeds District Office of the Ord Court Certificate of Title #166651 & 167840 Rarncrahl P ('ni int. RPM c= �of T�aarlc Rnn}{� nil �(� & Rank' 1618(y P r 304. PLEASE COMPLETE THE FOLLOWING 1. Access to the development is proposed from the following street(s): Vineyard Road 2. Have any of the proposed access roads been designated as Scenic Roads? yes X no r. If yes,which one(s)? 7) 3. The development,Mll be served by: X Public Water Sucoiv rivate Wells own Sewers On-Site Sewace Disposal Svstems Package Sewace Treatment Facility '— 1. Is any part of the development wit.hin:he`cilowirg Zoning Groundwater Protection Overlay Districts? GP zone _ves Y no WP zone_yes X no L t 5. Are there: a. Any wetlands or inland water bodies on this site? X yes 5.25 total acreage no b. Wetlands or inland waterbodies within 200 feet of the perimeter of the subdivision? X yes no 6. Is any part of the site within the FEMA 100 year flood plain? yes no 8 flood plain? X yes no 100 year Velocity Zone? yes 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 9. In a Location within a Critical Habitat as designated by the APCC 1990 publication"Cape Cod Critical Habitats Atlas" yes X no Io thgbest of m knowledge the information submitted herewith is complete and accurate. y ear Attorney, Charles M. Sabatt 25 Mid Tech Drive, West Yarmouth, MA 02673 (508) 775-3433 Signature of Owner Address Telephone H. Gates Lloyd and William W. Lloyd, Trustees of Vineyard Road Heritage Trust B ItsPn�t Name f Owner Charles M. Sabatt 25 Mid Tech Drive, West Yarmouth, MA 02673 (508) 775-3433 Signature of Owner address Telephone T,JJ7, T.T,T,P Print Name of Owner Signature of Address Telephone Authorized Applicant Print Name of Applicant Applicant's Authorization: File copy of notice with Town Clerk: File Dennitive Plan with Board of Health Pease make c,ecks payable to the Town of Barnstable I � Wt'�i�l REF EREG7L'ES 1 �7E�1R' L L'AGV 'K�1NM BARdNSTi1LE ; NQT. 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FIRE HYDRANT Gooseberry i. 13 Cross Sections LIGHT POLE TP-1 -$ TEST PIT PROPERTY LINE Poponessett PiN UICKSET Bay Q MAIN STREET -- DRAIN LINE D COVE CIRCLE S SEWER LINE S WATER LINE W NOTES: e13 GAS LINE G LOWELL RD ELECTRIC, TELEPHONE & E/T/�_ PEPPERCO 1. FEMA UNE LOCATIONS SHOWN HEREON ARE CABLE LINE LANE BASED ON CURRENT FEMA MAPS.VINEYARD ROAD TOP OF WALL ELEV. TW BOT. OF WALL ELEV. BWY .., ,.. .:- 2. WETLAND AREAS SHOWN HEREON ARE BASED HAYBALE/SILT FENCE ON DEUNEATION BY NORMAN W. HAYES P.W.S. OF THE BSC GROUP IN NOVEMBER 2002 & TREE TO REMAIN BAILEY PT RD I. 4 Y SEPTEMBER 2003. y+' I( ,t - Na�ntucket Sound TREE TO BE REMOVED LOCUSI PREPARED BY: PREPARED FOR: APPROVED MAP LOCUS UNDER THE SUBDMSION UP H. GATES LLOYD CONTROL LAW CLERK OF THE� OF BARWrABLE MASSACHUSEM BSC AND 300 0 600 1200 2400 feet HEREBY CERTWY THAT THE N4 t10E OF APPR0�V OF'tom 657 Route 28 SCALE: 1" �0o'f � BY 7HE DE � EEN WINGATE LLOYD A NO NOM West Yarmouth, Massachusetts 4500 OATHERDRAL AVENUE NW OF APB.WAS RE(MW DURM THE DAYS 02673 N T N DC 200 l G AF1ER SUCH RECEIff AND RECORDW OF SAID NO�na. 5087788919 WASH1 G O N of M o RENWICK B�yG CHAPMAN y CIVIL ENG. -+ APPROVED 4 �� No.�9�,cF�FC/STER����``� JAI DATE TOWN CLERK uar>E SIGNED i�1:�'s'c�✓ JOB NO: 4-8492.00 DWG. NO: 5432-02 SHEET 1 OF 13 g I — 400► LOCUS INFORMATION CURRENT OWNER: WJL LLLP 4000, TITLE REFERENCE: CERT. 21473, 46850, 46851, 46852 DEED BOOK 996, PAGE 66 PLAN REFERENCE: SEE PLAN LIST — — _ 4000, ASSESSORS MAP: 15 PARCEL: 6 Rft ' I rr rry ZONING DISTRICT: RF �/' ,�► SETBACKS: FRONT 30' rr '' SIDE 15' '`.. � L/ �/ REAR 15' ` `� I r . \ rr MINIMUM LOT SIZE: 87,120±S.F. (R.P.O.D.) ZONE 11 DISTRICT. NOT IN A ZONE 11 \ ' FEMA FLOOD ZONE "V, A. B, do C. ZONE DISTRICT- PANEL 250001-0022 D ` r f � ► �` _.____ 7/2/1992 "`✓ IA OF RENWICK OVERLAY DISTRICT: AP ! ' iv ` B yG CHAPMAN ' CIVIL EN SHEETI' 12..rrr• moor rrimir moor. rwr•r m■nM rr"r .r r m rr .mown rrr. rrrr rrr. � rrrrr oor Air � i � g m ��,,�' I/'` No.276% � � ocF'9FC��c� MNAL __��� ---- ~ —------__--�--_------ 1 I � \ RENWICK CHAPMA DATE "• PROFESSIONAL ENGINEER 40 ROWoil 11, VINEYARD ROAD move .�� norm rrl rrrir .mono. _IYrm rr• r •11 i r/ I i DEFINITIVE -;-� - - SUBDIVISION #799 ,. / ,'; I VINEYARD ROAD IN COTUIT, BARNSTABLE moor 1 r MASSACHUSE17S I�. (BARNSTABLE COUNTY) 1.011 � I - KEY SHEET / moor. moor �� mono rror noon. ' OCTOBER 29 2003 loe —» iWE I LAWS !,�/ I i i \ REVISIONS: ----- ---- - _ No. DATE DESC. � ,,; r,,,;;;,,,► ROAD r • rr rr i + + i 00,' I ;' �' I CLERK OF THE TOWN OF BARNSTABLE MASSACWUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNINGHAS EEN RECEIVEDBLE AND RECORDED�AT THIS OFFICE AND �♦ ` _ ,'�' r' i ,,,` �✓ ;'; i NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS AFTER SUCH RECEIPT AND f RECORDING OF SAID NOTICE. %% • �\ moor metro. mom •ram " ' �. r' /, PREPARED FOR: ' �_- '='��� `�. `�+► /� •' DATE TOWN CLERK H. GATES & WINGATE LLOYD .�•00, '`►,`. •�. • ! '�.. ` e+�//..---. ` 0 4500 CATHEDRAL AVENUE NW WASHINGTON, DC 20016 WE LANDS J APPROVED UNDER THE SUBDIVISION 'Ile CONTROL LAW 657 Main Street, Unit 6 W. Yarmouth, Massachusetts _�__ r ,r z 73 fill 7816597981 2003 The BSC Group, Inc. 1 c> / !• i i i `"� ''�. 1 SCALE: 1" = 80' �� !• ( i i `1\ + ' ./ ` I /^ DATE APPROVED 0 40 80 160 car / •� it 11 �/► C� ` DATE SIGNED FILE: DWG\4892—DEF DWG. NO: 5432-01 SHEET 2 OF 13 •� ! i+ r `� \ ... ,; / JOB. NO: 4-8492.00 AL AL PLAN REFERENCES ` •� � � APPROVED AL ' UNDER THE SUBDIVISION DUE TO PROPOSED DIVISIONS IN THE EXISTING PARCELS _�-- ----------- --- _ THESE PARCELS NUMBERS ARE FOR DESIGN USE ONLY AND ARE •'''� '' '' - -"' --- _ ' ' CONTROL LAW NOT TO BE REFERENCED TO IN ANY PROPOSED DOCUMENTS. r J '' '-''.-�.' AD ��� + ��'1..,_,_ KU CLERK OF THE TOWN OF BARNSTABLE l -'' _ ' ► ' MASSACHUSETTS HEREBY CERTIFY THAT THE + REGISTERED LAND: •�" •--r ,�'�,-'� ► ; ; ; " N + NOTICE OF APPROVAL OF THIS PLAN BY THE 10BARNSTABLE PLANNING BOARD HAS BEEN PARCEL 1: A PORTION OF LOT 23 SHOWN ON PLAN 11542-T �h , I + ';'? h• , �� , , t�''' W , ; I RECEIVED AND RECORDED AT THIS OFFICE AND ZONE Al +<c, 6 L_ I + NO NOTICE OF APPEAL WAS RECEIVED DURING PARCEL 2: LOT 13-D, SHOWN ON PLAN 11542-D . O -_j + ,� + r (EL 12) \� .d�yti /r--- ho ; THE TWENTY DAYS AFTER SUCH RECEIPT AND PARCEL 3: LOTS 24, 25 & 26, SHOWN ON PLAN 11542-V �kh %*v� ZONE A13 co"' _"'' ' ; A RECORDING OF SAID NOTICE. \ �O . DATE APPROVED PARCEL 4: LOT 20-A, SHOWN ON PLAN 11542-R \- ��� �,. ,p'S ,11 W (EL 12) 2 UNREGISTERED LAND: \`\``\ ;� `.° ,'', (�T 63 'i o to N85'48'01"E I` I!; t DATE SIGNED �' o •"'doN - ' DATE TOWN. CLERK 5,147f S.F.'' M :f r/ . ; ��'. PARCEL 5: AN UNREGISTERED PARCEL OF LAND BEST SHOWN 0.12f ACRES c� - + ON LAND COURT PLAN 11542-P AS THE CLARENCE V. NICKERSON `---' ` ET AL PROPERTY CONTAINING 2.38t ACRES. / _ � o/ WETLANDS � ' + ` ' ----' �1),,,9 * — '-� J 7 7 / 3,241 f S.F,�'� o � r�` �` '' 15 18' _ �l� 20 E iv •r2.,,.' / i `�`� + oFvs PARCEL 6: AN UNREGISTERED PARCEL OF LAND SHOWN ON5'39'20"E Q LOT 61 A 0 •`` ` PLAN BOOK 38, PAGE 43 AS PARCEL "B" MEASURED OUT ;;' ! �•.�,,/� .�'� •1'• ©r ' \`J`� ZONE C ?oa o� 4,318f S.F. '�► . CM GA TO THE MEAN LOW WATER MARK, /, .1 Of ACRE I \` AL ,1 m a ' ���`�\ `\\ � FIELD 9 1 �!.WETLANDS \ N y�. \ 4,801± S.E._ -� ZONE B •rrrrr• rarr■rrr• .eyrp ` / • ' r__ `\\\ \ ,.. /01 r LOT 62A �, j �� / IN` �i-•;�'Q• . .e..� �.u" / 98,804t S.F. \+ r t ; ► •w 4► R \ \ CRAIG FIELD DATE i i ti4,, <�"' y �`.�` �•rts '��0. _ - PROFESSIONAL LAND SURVEYOR IN V M IN NI 0.00 AL it) 16 WETLANDS , U ,. r , 1 OD 00 Ax A` ; VINEYARD ROAD A, - s- DEFINITIVE i .., + ZONE V17 � � 1 i Nh,` �� ' , ` `�L` ` � ,, � ' ' / _ .-'�' SUBDIVISION #799 • �°`--- ' 1 — � , --,ram VINEYARD ROAD / UNREGISTERED �,•� , II ZONE CIN Q !'' LAND /- (FMLY. PARCEL 5) ;, ' `, xW ; ><w I I I ` COTUIT, BARNSTABLE � I ,/ � it � I ;� � � �I I I I o ��\ � j • • . ,, _ „ + , . I LOT 59 1 L©T 58 o I /� MASSACHUSETTS N • BARNSTABLE LAND TRUST ,/ A` i o i `� ! i ; ,c�v.1/ - 2.00f ACRES I 1 2.01# ACRES I \ \ N/F l 1 l / jw oo /♦, I ;; ,V ' c°f 87,315# S.F. �I 87,372f S.F. { N 1 1 ENTINE \ \ (BARNSTABLE COUNTY) m . 1 2 S.F. 20.43 I 8 ; 1J o r 1 i S.F. 20.81 I rn \ \ \ \ 0 CAI i114 do �• ,, A Igo N I \ \ \ �,, i, PLAN OF LAND / • \ I ,. \ \ � ---�' WITH I \ \ \ \\ PROPOSED NEW • > +' f , I N81*39- \ \ �\� � J AL LOT LINES 20 ''/ •/i'/165.40* Ile ''IliiilllLj 1 ,/ //• % , _ tANO I \ I I 1 l OCfOBER 29, 2003 3460 ZONE B EXIST. SHED It ` \' y�t �c l-- -� ___ ✓,%� LOT 62 I I { rrrrrr� 1.37f ACRES aD 57,780f S.F. 1 `� r I \ �� •50 45-- ! I r ,\ r _ ' \\ / r / \ - 1 • M i 1 `� 5�5' 2' 5.82 EXIST. //. ,��� rcw i h o ;�\ • 65.© - _"z \ GARAGE \ .'' REVISIONS: ./i � j ' LOT 62, 62A, 62B & 63 8/ N90WOO"W ► % I �.,, z • + + , r N _ ' / NO. DATE DESC. S.38f ACRES Q)1 45.3 _ _ _ - \ — \ / ,v �, 0 908t S.F. I + W -- r� .� OD o SHAPE CALCULATIONS ! , + '_ 1. $Y t , � N •,fl �► / - ra I (( o'Iti TO EDGE OF WETLANDS / g - ' 5\Z6 \ \ / 2 / ;i "� 0 2.13t ACRES / i `y -,-- r ; t__ -----. -� BUILDING ' \ 2� \ � � 92,702f S.F. E UNREGISTERED ' / \ _----___-- S.F. 17.02 _,c_... --T���-f- - i HAp ` - _ S _ _ ------- , LAND . ;-- _--_---__--_ /- --7- '�_ (FMLY. PARCEL 6) / �,-- i LOT 62B / +/ / t i \\ `�\\ VCONCH\ - !� 201,175t S.F. fz j/ / ' i ii �`\ PAD \ \ '"w 1$Z. ,�14-- - - _ - `` / .�� UPLAND 33,370t S.F. ,� `' ZONE Al / // I w ; �i \, \� \ -' '4.54 30 --10 a '' WETLAND 13,511 f S.F. ; co O Si / INTERTIDAL 154,294f S.F. I ;�' .,� // t // LOT 61 r �' �� \ \;\\ \ �. 8�.$9•-' a ' '\` i 41 6.00t ACRES , c '� EXIST. �'' ` /� �x 261,421f S.F. ; t 1, � , ,\ BUILDING co (n !/ �o '`k•� a W /1g� •' ',/ ; ; LOT 61 & 61 A , \ \ 68 g41rn ` ` -' U►`&�`• AL �J 4 ` / 'S t t 6.10t ACRES r N j `\ r r `�\ _/ a•��p N. \ ZONE V17 ��� ��o \y/ �, / 265,739t S.F. LOT 60 `\\`\ Ar r`...• '�, •�•�• . Q� (EL 15) I / / t SHAPE CALCULATIONS `\ , k ?`'�'� 2.00f ACRES ' w 2.91 f ACRES �\ / 1 \ `''o �� PREPARED FOR: �` •� '' // y/ 87 399f S.F. ' ,'.,,'� � 126,794t S.F. '- ''� '' ` i S.F. 18.16 ;�;' (A\ SHAPE CALCULATIONS EXIST.i' �\ ' � � � �, H. GATES & WINGATE LLOYD TO MHWTHHOUSE 1 4500 CATHEDRAL AVENUE NW AL♦ // // \\ � � � If \ 2.21�,ACRES.F--' ' �.-• �'''96 WASHINGTON, DC `♦ i J 0 1� S.F. 20.41 r' r ■r•■■'r ZONE V1 7 .� 20016 ��.o� ',/ k�6•� � _ �_- , �^\\\` \\ �%� , ,, \\ fir' G��G• TOTAL SUBDIVISION LAND AREA (REGISTERED & UNREGISTERED) `V� � �` r 1•--_._ ' LOT 58 87,372f S.F. 2.01 f ACRES AL If •� " It ` EXIST. \ P� lei '� LOT 59 87,315f S.F. 2.00t ACRES 657 Main Street, Unit 6 ZONE V17 '` [�BATHHOUSE '"""�. p�� �.� LOT 60 126,794f S.F. 2.91 f ACRES W. Yarmouth, Massachusetts (EL 16), '�• , �,••-'"'� POP�� LOT 61 & 61 A 265,739t S.F. 6.10f ACRES 02673 ' •�''• LOT 62- 62A. 62B & 63 364.908t S.F. 8.38f ACRES 781 659 7981 TOTAL COMBINED 932,128f S.F. 21.40f ACRES © 2003 The BSC Group, Inc. ' SCALE: 1" = 60' I 0 30 60 120 nmr i 04 FILE: DWG\4892-DEF NANTUCKET SOUND DWG. NO: 5432-01 SHEET 3 OF 13 JOB. NO: 4-8492.00 w AL AL j 1 ? APPROVED LOT COMBINATIONS 1j -- J ,' a REGISTERED AND UNREGISTERED LAND: /� ___ UNDER THE SUBDIVISION 1 / ,_sue' _ ------------- I - x �---' ---- ---- C O N TR 0 L L A W LOT 61 & AND 61 A ARE TO BE COMBINED" w ! '� � ' J, /R' 0 �I CLERK OF THE TOWN OF BARNSTABLE AND HAVE CONSERVATION RESTRICTION C ` -. , �' MASSACHUSETTS HEREBY CERTIFY THAT THE �CK,. - •� NOTICE OF APPROVAL OF THIS PLAN BY THE IN CONSERVATION RESTRICTION "C" ' , ' � _ � 1� BARNSTABLE PLANNING BOARD HAS BEEN �`� ,''!'' ',,;� !/yam —� RECEIVED AND RECORDED AT THIS OFFICE AND ZONE A13 .d �o`'' r \ � ., w 1 I �► ► I UPLAND 160,632E S.F. 3.69t ACRES (EL 12) ,5�, �• L--� , �,, - f I �A i ►` NO NOTICE OF APPEAL WAS RECEIVED DURING ' �' \ J { THE TWENTY DAYS AFTER SUCH RECEIPT AND WETLAND 7.976t S.F. 0.18t ACRES TOTAL AREA 168,608E S.F. 3.87E ACRES RECORDING OF SAID NOTICE. i \ ` DATE APPROVED v; �• �� - ._ \` hi► �51 �'� \ DATE SIGNED LOTS 62, 62A, 62B & 63 ARE TO BE COMBINED / ' c� N','' OT 63 w- �`••� •� •++•"' � ` 1 �\ \ ` � f 'I II AND HAVE CONSERVATION RESTRICTION "A" & "B" \ �\ 5,147t S.F• \ _ _ DATE TOWN CLERK / '�9 95' \ 0.12t ACRES W. CONSERVATION RESTRICTION "A" / /'� $g 5,�18'.' � ` �.g ` ..` �` •� INTERTIDAL 152,348t S.F. 3.50E ACRES ,, s s,�0 E ` LOT, '. � � /•�� �p � �\'�� � ZONE C ass yGs,� "fir•"ram` \ S iltj \ \, CFWG A. WETLAND 13.961t S.F. 0.32E ACRES /!,' f-' / \� \ �\ ```` ��� ��„ ,' \\`� FIELD f ACRES / ' .� ~ �� Nk. 1 , \ \ ZONE B {l ' No 3=9 TOTAL AREA 166,309t S.F. 3.82 / \'� � -� � � RESTRICTION " '� -•-. - CONSERVATIONB ;! �• � C \ \ �'' � �` � '� � UPLAND 49,722t S.F. 1.14E ACRES % /' •.r� ,� �r "I 1 �� �\ WETLAND 54.250E S.F. 1.24t ACRES ,,'' L©T 62A \ ��• 1 1 .. _ ` `.` / / r , \"�` `�\ ' \ / .�_ TOTAL AREA 103 952E S.F. 2.38E ACRES `8041 S.F. ' \ 1 1 ��.,`� �"�"'""''��''� / ✓ ��`�/ ' 1 / _ �. ,- �v ,p \` Rh CRAIG FIELD DATE ' I ' 4 '? t'>' 4so _ _ _ PROFESSIONAL LAND SURVEYOR i y� /yam w w w w /,'/ / \� 1 1 I / I•✓' y„`.. ...—�"— """ t fi/ ./�, __`� � \\�\\��-_ O SO`0 �• — f' _� — CONSERVATION RESTRICTION A & B , , { 1 / /,- f _ ,14 s�=g ,o- 'I`.. ` �,' UPLAND 49 722t S.F. 1.14t ACRES t W� / l 1 !1 / �/�f / � • i _ �•;� \ ' ,. WETLAND 68,211 f S.F. 1.57E ACRES • el 8 INTERTIDAL 152.348E S.F. 3.50t ACRES -- / ! ! ' r 1f '\1�, `- '� -� VINEYARD ROAD /f l ( � ! I t"" '`' 1\ \/ � � ,� / TOTAL AREA 270,281 t S.F. 6.20E ACRES r , I \ / �` R., , , ! \ � o �� � ,, - �- - ,w DEFINITIVE ZONE V17 _ ( t \ - 4 SUBDIVISION #799 f 1 - - N (EL 14) \ ' -•. '�\ j / / l� ' ~,- �_ � I I I j �. \., �r r,N I " " M w N w �1 ,,, . . ..- , , I I I \ ? ., , y 4 ".. __ i' ��__-.ter• `_-_ // Z ,.. CONSERVATION RESTRICTION A & B & C i ► .�, i/� f -- .�' .,,,." ; \ I ► ` I_ , .� ? T� `' , , VINEYARD ROAD 210,354E S.F. 4.83E ACRES r �° • 1 r I 2 f , ,� li j / ,/� �' ( i rND I `` I' I ' �- � -�- 4- UPLAND - -fr- `� \ i 1 :t WETLAND 76,187t S.F. 1.75E ACRES / 1 \ ' �`'r'� 1 n 1 �E CI ,,1' �°�- - �_ a r i ° l Q / � f, � tJl�i�S71�1> �► �'S 1 1 �f � ,�� �I \ / I I �..` ._....' — ... . I `; ti � � - - - - � - - � _ � 1 / IN INTERTIDAL 152.348E S.F. 3.50t ACRES Q '� ND Y.P TOTAL AREA 438,889E S.F. 10.08E ACRES ,tP / f ,�'" o `') t ( 1 / '1 1 �'-- -� 1 /r ` l\ 1 COTUIT, BARNSTABLE // / /;i' o i t ► 1+t t ! 1 t t ti �1 � . LOT 59' � t I I r '0 58 ' I \ � � I � �\ MASSACH E N/F + / '� • ,; 1 0 ! 1 r �- \ r I L - /T I \�� N F U S TTS i 4 1 f / - _ 2 t ACRES I �.01 f ACRES \ 1 I / 1 \ BARNSTABLE LAND TRUST ,� -- AMA I + �+/ j ! �`'` , I r ENTINE 1 \ < \ W ` ! I I , gl _1 8�i 5t S.F. I 87y�72,* S.F. t (BARNSTABLE COUNTY) a S.F. 1 ,r Q i t �\'t F.'\20.43 ` I o(`�-- 'S;f'20.81 S.F. t� I r r , D 40.7'� &F.41, PLAN OF LAND W rn, ----j / �' �` ` '''� ' �` �' '` \ \ ' / �, \ \' \ r PROPOSED CONSERVATION N81 39'20"1y �� / I J% . f / / r --. \.�-' �- . 'f' , �' 1J1'1.+ 1 # �°S.F. ' I`� ` I { { I ( 1 \ \ 1 •-' J .,,_. ,...... I \\; ,. '�'` i ; I ��� \ \ !i RESTRICTIONS - - - - - - _ ` � *. / I 1 I / /�' I• '/ REGI ' / '`� , l ,� 3 '�'' ' r •f �'' / �-=' _ Arye -- , . I \\\ �'/ OCTOBER 29, 2003 .60'; _ ; ,�'/ /'' ' _ - 1 e_ "' - -- 18 I \�`� ,/ I (EXIST. \ I It I SHED 1 1 rr `` 1 1137 AQgS f° 3 \ I `\ , K I -- ; ' \ / N 1 , 37.,,780E S.F. _ - - -� o i - 'i ' I \ �� + 2, - -- '-' r.� 5.82 EXIST. \ \ ` / ,65.0 \ GARAGE \ / 62, 62A�. 2R_ &' 63 I "' I I I f / \ `� "' �.�,� _ '--'- I z \ _ - �— - - REVISIONS: _ 8.38E ACRES N I " 1 I / ' / '� `- _ N0. DATE DESC. 364,968t S.F. I 1 I i ; " = � ,SHAPE CALCULATIONS - ` WETLANDS-' � 1 ` 1 ' _ , � `.�T0�151DE OF � I � to N' 2.13 AGES / % `J' l ...-�• " r J -`, `� ��- XIST_ f�N 9,2,70Z$ S 7/' -� BUILDING S.F--4-7.� �_,c� --r-~''1' =____- -------- \ �•,,\/ \\ Ir LAMP .I \\ __--- ----- `•�,.�;./_ __7- r ` ( �' i _ �\ \\ i� (FU,Y. B) / ( � -�. ___, �.' / / ' 1 1 / \ ; , `v\ ,' s.'o,\ `� 1 LOT 62 � r �' ONC� , - �� 2t3�3,175s S.F. I / '' \ 4 / '\ 1 `� �' 1 1 t i r \\ \ '" �\ PAS\ � a3'7�t�t S.F. I' �` ONE A1`3 133„511* S.F. /;%� 10" o �` L 0 T 61 I 1 ;' �`� �. Maw14+R"V t S.F. l �..� '' ` ` ; ` / f.00t ACRE 11 EXIST. 1 � 2�1,421 f r ; �\ BUILDING \ r-"' •- ' f/ ,•/ � �, \� a o °�� •'� �' LOT 1 & 1 A / / 01B.94 r `� -LAJ - ,>� '� \ / •`� 1 6.10* ACRES / It - 4 CONSERVATION 2OW V17 �v � o/o �� \y i �,!X/ ; ; 265,7�9t S.Fj / 1 I 1 � ��� --�'j ' N\ T 1� 1 `I�� �,�� Q� IRIESII> Ti>l3i (Q 15 r •� t SHAPE CALCULATIONS 4 I ,� �r=s ,! L 6� 1� . ) � / / 2.00t' ACRES ' { I 'r I `-r�" °:\ 2.9ft ACRES AREA A , ,� O ' eJ \ , PREPARED FOR: �', •� -J / \ ; �\ , ��, / 0\ 126,794E S.F. , > . / , y 87,39E 'S.F i _ H. GATES & WINGATE LLOYD 1�$'300 S.F. \ •� J / 4 / ` i 1 S.F.A 8.116 I j I c�\ SHAPE CALCULATIONS ( EXIST. / ° \ \ \ IMEiI,,,l4ND 13.961t S.F. \ / / , R J s _._. tIpT�R AL 152,343.t S.F. \ I I r r ► / l �'= \ TO MHW �THHOUSE \ �• /, I� i -r 4500 CATHEDRAL AVENUE NW 1 � \ 2.21 f ACRES� { f ` .� ~ ,.. � 96,247E S.F. P t •-- WASHINGTON, DC p 9'D arc i S.F. 20.41 �--" V ,f/"' ZONE V17 �r 20016 (EL 17) ^h� -•""� "w.... ..«... �' � _ - ' � f`.%'' � 1` ,` I I' '� 1 , / \ �''-- ,'.'• � ��`' ''' "� TOTAL SUBDIVISION LAND AREA (REGISTERED & UNREGISTERED) Y„''yr✓ • 6 , — f !/%' —�h\ � � /,' i 1, '- ' ./rf/'� '' '' / tl r'`� T ✓ ,,..►' , �` ••EJ� - - `i;;'_ - ���� ,�,= ------� ,,.i' \\ ,�`'r f -o-''' LOT 58 87,372E S.F. 2.01 t ACRESBSC �V 1 ,...- '� �•� " / " \ ''%� h'�'N LOT 59 87 315E S.F. 2.00f ACRES ti 1, ► / M 657 Main Street, Unit 6 ZONE V17 ���` w ', .� I I \ EXIST. ; \ ...--!�� ENE �� W. Yarmouth Massachusetts BATHHOUSE ....�.-R- r - r - �[ �. LOT 60 126,794E S.F. 2.91 t ACRES � (EL 16) ` f,, '` I , } Ii`��= QROP�R LOT 61 & 61 A 265,739E S.F. 6.10t ACRES 02673 LOT 62, 62A. 628 & 63 364.908t S.F. 8.38t ACRES 7816597981 TOTAL COMBINED 932,128E S.F. 21.40t ACRES 0 C 2003 The BSC Group, Inc. 1 SCALE: 1 = 60 0 30 60 120 Fr i Y)II ' FILE: DWG\4892-DEF 1 I NANTUCKET SOUND DWG. NO: 5432-01 ' SHEET 4 OF 13 JOB. NO: 4-8492.00 N/F KAGA , JEROME ET AL MAP. 016, PARCEL 014 , ♦ I / 2 0' EXISTING DRAINAGE AREA TO BE ' ♦ ,� ♦ -'� � S64'19'50.. - CLEANED / CONSTRUCTED WITH \ / _'6 W 3/4 CRUSHED STONE ~� A. �'-_°"" 8 51 . EXISTING TREE , ELY, HOPE G E S " -� �' MAP 016, PARCEL 015 N/F .� '1 TO REMAIN (TYP) / MUGAR MARTHA S 1, W n ! ` _. _. "' O `w ��� '" -. ` I / / GRAVESTAR INC411 5 �r�'� r �,'' �♦ ,!"". s..,,,... ", _ _ \ ` MAP 016, PARCEL 016 `"r W - !, 'L a — NAY - ZIAi 25. _ FEMA/ZON 0� __ _ __ '� y Glow- ``%� 004 D / FEMA ZONE g / --'�. „-'""�...- ��.�..���.,�-�.-..' �.,..-- ,y ~-�- -........ - ���,,. ;.,,,.. `"^w ---.... , / in .�-~- .•-` .mil► �' �,,,. �.�',,.f / // j r' _»�.._. —. .... -� '7� ems_�,. w��w `-`> a'M' / /�j OMN, _2 5 arw�. C"w '� `� 1-p ,� 06' s ♦ - "ter' // '' •..,...; 2+ �3..�p wti, g479,5 �� -�..,,.a�w S05'01'05"W S6 ;w i 0 W �,. /• `� °,� �°�"' o► -----111.E-��\ 0 8 i / .- `f °'` of 10.00' /f�,- �'�'l"I•�v;!' _...-1 2 �� •.� ��, . � -�� � � p015"W `�.` ` � -� � I-e__15%9 _ _._ � /. '�Cp /♦�' ' %' ' "w"g---` 10 ."`.� -,-.....� "~ `"'.` `.-.,. -� -�.. ` `�'�,_ R,1g �' 1.r � 1�•f ./ N L '-----. -- "�./,., •81' + -- �. .� �. 10�,� s �,< �, ✓'y g CHAPMAN , -- -- "� �' g w `"" - R� ,/ --' /i' CIVIL ENG _ H YD t,, _._,.-- -�~-"� f �, - �' ,` No.27654 816 ; """ --...� �.. ♦ �`* �,,� `"^�� � 3+� _ `` ' N/F 9 Sp"E a�- ' �--�.__L_-61.64 / N/F BURKE, STEPHEN & LESLIE w "- �, _ �_ 4 4+00 -" R=150.0030-�� '�'�'� �.p f :� �'� �- HENDERSON, GERARD C MAP 016, PARCEL 023 ` ~ ` ` — M — rr „ 16 -�-� �l RENWICK CHAPM N DATE 00, C/O HENDERSON, GERARD B III � �. w._.. �` � � '�"� '"" � ...�- �,.,. �-�` '�,�..- �-� PROFESSIONAL ENGINEER MAP 016, PARCEL 031 FEMA ZONE_V11 EL46.9 FEMA ZONE B ` ` ` EXISTING DRAINAGE AREA TO BE VINEYARD ROAD 3 AP P ROVED. CLEANED / CONSTRUCTED WITH / ` / 3/4" CRUSHED STONE N/F ^ _ _ _ DEFINITIVE UNDER THE SUBDIVISION , `` - •- - .. -- " 4— KAI ERIKAON MA QUAL PER RES TRUST / _` 8 CONTROL LAW CLERK OF THE TOWN OF BARNSTABLE SUBDIVISION #799 / ERIKSON, JOANNA M TR �� J MASSACHUSETTS HEREBY CERTIFY THAT THE MAP 016, PARCEL 001 NOTICE OF APPROVAL OF THIS PLAN BY THE / „ / VINEYARD ROAD BARNSTARECEIVEDBLE PLANNING AND RECORDEDOATD HAS THIS OBFICE AEEN ND / � ` LEGEND: If IN NO NOTICE OF APPEAL WAS RECEIVED DURING , , — LIMIT of EXISTING THE TWENTY DAYS AFTER SUCH RECEIPT AND N0�• � ,. _ �/ GRAVEL ROAD COTUIT, BARNSTABLE RECORDING OF SAID NOTICE. CANOPY TO BE SELECTIVELY PRUNED _ EXISTING DRAINAGE AREA TO BE MASSACHUSET'TS TO MAINTAIN 15' OF ® — CLEANED / CONSTRUCTED WITH DATE APPROVED VERTICAL CLEARANCE 3 4" CRUSHED STONE / (BARNSTABLE COUNTY) DATE SIGNED DATE TOWN CLERK GRADING / UTILITY PLAN . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . _. . - - - . . . . . . . . . . .. . . . . . . . . . . - -- . . . . . . . . . . . . . . . . . . . . . .- . . . . . . • - - . . . . . . 12 . . . - - • - - - . . . . . -- . . . . . . . . . . . . . . . . ... . . . . . . . . & PROFILE . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. _. . MAINTAIN:EXISTING OCTOBER 2 003 VERTIQALALIGNMENT- - . .:. : - -. . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . :. . . . . . . . . . - - . . . . . : - . . . :. . . . . - . . :. - . . . ; - . . . . . . . :. :. . . . . . . . . . - :. . . . . . . . . . . . . . . . . : 10 ; ALONG PROPOSED CENTERLINE - -- -. . . - - • . . . . . . . . . .... . . . . . . . . .. . . . . :. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .;.. . - .- . . - . . . . . . . . .... . . . . . . . . . - - - - -_ - - - - . . . - - - • - -- - - -.. . . . . . - - - - - - - - •- - -.- - - - - - • - - - - . . .. . . ,. . . . . . . . . :. .�.: . . .- . EXISTING GRADE ALONG = = EXISTING GRADE 7' LEFT PROPOSED :CENTERLINE OF PROPOSED CENTERLINE : f - . . . . . . . . . . ... . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . - - . . . . . . . .. . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . �. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . 8 : . _ �XISTING:DRAINAGE i4REa TO BE 0. 2% - J NO. DATE DESC. CLEANED. / CONSTRUCTED WITH : ------------- _ 3/4" CRUSHED STONE (1`YP) .. . . . . . . . . . . :. . . . . . . . . . . . . . . . . 49e . . . . . . . . . . . _ - . . . . . . . . . . . . . . . 1 T 6 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . .. -�. _ = . . . . . . . . . . . . . . . : . . . . . . . . - - - - - - - - - . . . . . . - : . . . - - - - - . . . . . . . - - . . . . . . . .. . . . . . . . - • - - - - - - - - - - • - - - - . . . - - . . : . . . -- - - - - - - - • - - . . . - - - - - - . . . . . . . . . . . . . . . . . - - - . . . . . . . . - • - - - - . - - - - - - - - ��' - . . . . . . . . . . . . . . . . :. . . . . . . .. . . . . . EXISTING GRADE 7' RIGHT ; OF PROPOSED :CENTERLINE : : ; - - . . . . . . . . - . . . . . . . . . . - 4 :. . . . . . . . . . ... . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - -:- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . _ . . . . . .... . . .. .. . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . . . . . EXISTING 8". D.I. WATER MAIN 2 :. . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . .: . .. . . :.. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . - - - • - • • . . . . . . _ . . . . . . . . . . . :. . . . . . . . . _ . . " D.I. WATER MAIN = . . . . . . . . . : . . . . . . . . . . . . . . . . .: . . . . . . . :. . . . . . . . . . . . . ... - - - - - - - - - - - . . . . . .. . . . . . . . . . . . - - - - -: . . . . . . - - - - . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . - - - - - :. . . .EXISTING 8 - . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . - - - . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . -- • . . . . . . . . . . . . . . . . . . . • - - : : �1tiY � PREPARED FOR: H. GATES & WINGATE LLOYD Roo U M co rn �,, r M N 4500 CATHEDRAL AVENUE NW Ui Ui (6 (o (o �` '` 00 °' WASHINGTON, DC 20016 Svc 0�' 0+00 1+00 2+00 3+00 4+00 5+00 OBSC �UP r � � �. (p 0) eh 7 0 N ►`� L6 Ui to 6 6 (o '` 06 0' 657 Main Street, Unit 6 W. Yarmouth, Massachusetts �'r ofA 02673 CAW72RL!W 781 659 7981 0) O N �t O) P_ I� 0 © 2003 The BSC Group, Inc. SCALE: 1" = 20' Horizontal 7' R1GRT OF CdJVTaR[.ava 1" = 2' Vertical 0 1 2 4 vurr&Fr 0 10 20 40 ►MZOWw Fr FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 5 OF 13 JOB. NO: 4-8492.00 _ I � •a � � I I I 1 I I DRAKE,FLISA ? 100' WETLAND BUFFER ` MAP 016, PARCEL 018 N/F I I PAGE, ARTHUR B TR I I MAP 016, PARCEL 019 I I N/F I / / BENCHMARK HYDRANT I CONNOR, JOHN T & MARY OBOYLE TAG BOLT #402 I I MAP 016, PARCEL 020 ♦ CONSTRUCT NEW ROADWAY ELEVATION 21.58 w >lq STATION INTERSECTION '°, �� •� -_- -o , v � � SECTION / WIDTH VARIES MINIMUM FI STA. 41+10.00 FEM A ZONE C - Wawa FEMAZONE B ,, CAP fVINEYARD w ROAD10 / _ 0,00„ N I l7Hw OHw OHw OHw OFIIV tklw .. '�► '� .' —.,.. - fir, _ £k - OHw q ,� QH ' .EXISTING TREE TO I 0 R + 0 - I cot � BE REMOVED 10 f, ram..""".... F. \w 4 w w loll . .,. W T•. .. , ` r. e�i <x „�..:.a :::. �r ruf+.Yl.i.f rrrr _, - „�.a ..:: �.,.;e .a �:JA _ .. •p^y., ,�.....- -•. �-\ \� •.. w ' ' iYY1.s�If1Yl.�.�.Yf..YYill i111Y.YIN 8...+i5fY0YY: 9�+5 w0 � a fr yk?f f �• 11+00L- 14 Q () , 1 I•-- q R_ _--- . .- 1 7 _ ;45 0 5. 7.69 0�` ._. � . 50 KB .�_. — --- � CIVIL ENG g r PROPOSED 100 EXISTING TREE Imo' I� ? „� No.27554 + � w / + TO REMAIN TYP ' w �x �. I i _ ILT _. ish ° •et 41 85 I. k}�' w.A FENCE TYP _.•. 8 , �, 1 w - v LEND. ..._._ I LE N : IWO APPROVED - �. - . 4 o•oo"E — LIMIT OF EXISTING f —. . D / UNDER THE SUBDIVISION '� RENWICK CPM N ® DATE GRAVEL ROAD :' 'A��•S �- _ '�� -__ CLERK THE TOWN /� PROFESSIONAL ENGINEER / CONTROL LAW � ; '. W f C OF TO OF BARNSTABLE _•o � I `� ; MASSACHUSETTS HEREBY CERTIFY THAT THE / — LIMIT F WIDENING m / L 0 I 0° "� NOTICE OF APPROVAL OF THIS PLAN BY THE / z� 'x I / A 'z BARNSTABLE PLANNING BOARD HAS BEEN a , , N F Q AN RECORDED AT THIS OFFICE AND / 01 , ®-�: I o / RECEIVED D RECO / m _ ! + SCANNELL, suSAN L NO NOTICE OF APPEAL WAS RECEIVED DURING / VINEYARD ROAD y o CANOPY TO BE I ; j MAP 015, PARCEL 008-002 THE TWENTY DAYS AFTER SUCH RECEIPT AND DEFINITIVE �,, r� SELECTIVELY PRUNED oo O � �. `� - � ~� �, RECORDING OF SAID NOTICE. TO MAINTAIN 15 OF VERTICAL CLEARANCE wk�U w SUBDIVISION #799 v� v- �-� Q � z DATE APPROVED who � ? - r f a, ' DA E TOWN CLERK DATE sIGNED z VINEYARD ROAD Ii z IN 22 . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . - : . . . . . . . _ . . . . . - . . . . _ _ . . . . . . . ,. .:. . . . . . - . . . - _ :. . . . . . . . . :.. . . . - . . . . . . . . . . . . . . . ... . - : END LEFT SIDE : C UIT, BARNSTABLE - ROADWAY WIDENING T . . . . . . . . . - - • . . .: . . . . . . . . . ._ . . - - . . . . :_ . . _ . .. . . _ . . . - . . - . . . . . . . :. . . . . . . . . . . . . .. . _ . . . . . _ . . . . . . . . _ .. . . . - - . . . . . . . _ . . . :_ . ._ . - - . - . . . - . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .... . . . . .. . .. . . . _ . . . . . . . . . . . . . - - . . . . . . . . IVIASSACHUSETTS MAINTAIN EXISTING :- . . . . VERTICAL ALIGNMENT = : : - - - • - - . . . . - . . .; :. .. . . . . . . . . .. . . . . : _ :. ... . : . . . . . . _ . . . . . . . . _ _ , . . - , - - . . . . - . . _ . . .'_ _�_. . .. — (BARNSTABLE COU 20 . . _ . . . • . . . . . _ . . .- ALONG PROPOSED : . . CENTERLINE . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .:. . . . . . . . . . . . . . . . . ... . . . . . • - - . . . . . . _ . :_ . - - . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . - _ . . . . . . . . . . . . . . . . . . . . . . - . . . . ._ . . _ . . . _ _ . . _ . . - _ . . . . . . _ - - • • • - - - . ._ . . . . . . . - - - . . . . . . . . . . . . . . _ _ _ . _ _ _ _ _ _ _ . . . . . . ._ , _ _ . _ - - - _ _ . . . . . . - - - - - - - - _ - - - - - - - . . . . : . i. . . _ , . . _ _ _ . . . . . . . . . . . . . _ . . . . - - - . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . i A G RAD i N G / UTILITY PLAN %. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . : 18 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . : . . . .. . .. . . . . . .. . ... . . . . . . . . . . . .. . . . .•. . . . . _ . . . . . . . . . . . :_ . _ . . . . . . . . . . . . . . :. . . . : . . . . . . . . . . . . . . . . . . _ . . _ . . . . -_ . : . . . . . .. . . . . . . .. . . . . . _ . . : : : c EXISTING GRADE ALONG j - & PROFILE PROPOSED CENTERLINE . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . _ . . . . . . . . . _ _ _ - _ . . . _ _ _ _ _ _ . . . . . . . . . _ . _ . . . . _ . __ _ . . . . - - - - _ - _ _ _ _ _ _ . . . . . . . . . . . . . . . . . _. . . . . . . .. . . . � "- —.. _�`. ! . �. ,..: . . . . . . . - - . . . . . . . . . _ . , . . OCTOBE 3 :. . . . . . . . . . . .. . . . .:. . - . . . _ . . . _ - . _ . . . .:. . . . . . . . . . . . . . . . . .:. _ . . . . . . - - • . . . . _ . :. . . . _ _ . _ - _ _ _ . . . . . • • _ . . _ _ _ . - - - _ . . _ ;. . . . . _ . . . . . . . - - . - • • - - _ . . . _ • - - . . . . . R29, 200 :. . . . . EXISTING GRADE 7' LEFT OF PROPOSED: CENTERLINE - g°I _ / : . . . . . . . . . : . . . . . . . . . . . . . . . . : . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . - _ . . . _ . . . . . : - - . . . . . = , _ _ _ . . . . . . . . . . . : . . . . . . . . . . . . . . . . . - - - - - - - • - - - • - - - - - - , . : . . . . . _ . . . . . . . . . - - - - - _ „i. .���. . _ : . . . . . . . _ . _ . / : . . . . . . . - - - : . - - . . . . . . . . . . . . 14 : . :. . . . . . . . . . . . . . . . . .- . . . . . . . . . - - - - - . . :. . . . . . . . . . .. . . . . .:. . . . . - - - , . - _ _ _ . _ ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . _ . : . . . . . . . : . . . _ . . . . . . . _ . . . . .:. _ . . . - - - - - - - - -- - - - . . . . . . :. . . . . . . . . . . . . .�j,�. . . . . . . . . . ./ - - - . . _ . ... . . _ . _ . . _. . . _ . , . . .. . . . . . . . . . . . . . . . ; - - • • _ . . . . . . . . . . . _. . . . - . . . . . . . . . . . . : REVISIONS: i NO. DATE DESC. . . . . . . . . . . . . . . . . .- • . . . . . . . _ . . . . . . . ... . . . _ . . • • . . . . . . . . -. . . . . . _ . . . . . . _ . . . . . . . . . . . . . . . . . . _ . ._ . . _ . . . _ . . . . . . . . ... . . . . . . . . . . . . . . • • •.. - - . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . • • - • - - • • • • • - • •- - • • . . . . . . . . . . . • • •.. _ . . . . • • • • • • • • . _ . _. . . . . . . . . . . _ . _ . . . .. . . . . . . . . . . . • • • - • - • . . . . . ... . . . . . . . . . . . . . .. . ... . . . . . . . . . . .. . . . . _. . . - _ . . . . . _ . . ._ . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . _ .. . . . . . . • • • • . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . • . . . • • • . . ... . . . • • • - -. . . .. . .�., 12 . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ..- • . . . . .. �P . . . . . : : = ..-- EXISTING GRADE 7' RIGHT BEGIN LEFT SIDE ROADWAY-WIDENING - •�4� : : - = $ ID : . . . . . . . . . . . ....! . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - . . _ . . . . . . . . . . . . . - . . _ . . . . . . . . . . . _ . . _ . . . _ . . . . 0 PROPOSED N �/O �_•,- - �.� _ �,.. .... _ - . . . . . . . _ . . . _ . . . . . _ . . . . . . . . . . . . _ . . _ . . . _ . . . . . . . _. . . . . . . . . . . . . . . . . . _ _ _ _ _ . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ _ . . . . 10 . . . . . . • _ . . _ _. . . . . . . _ .�� _. _—_ . . . . . . .0.51�_ /�--_ . . . . . : :. . . . . . . . . . . . . . . . . : . . . . . . . . . =. - . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . : - : . 8 :. . . . . . . . . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . :_ _ . . . . . . . _ . . . . . . . : . . . . . . . _ . . _ . . . . . .•. ._ _ .. . . . _ . . . . _ . _ . . . . . . . . . . . . . . . . . . _ . . .. . _. . . . . . . . - . . . . . . _ _ _ _ . _ . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . - - - • - - - - - _ . . . . _ . . . . . . _ . - - . . . . . . . _ . . . . . . . . . . . . . . . . . - . . . . . . . . . . : 6 . - . _ . - . . . . . :. . . . . . . . . . . . . . . ... . . . . . . • - - . . . _ . . _ .:. . . . . - - . . . . . . . . . . ; EXISTING 8" :. . . _ . . _ . . . . . . . . . . . - - . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . : . . . . . . . _ _ - • - - . . . . . . . . . . . . . . . _ _ _ . . . . . . . . . . . _ . _ . . . . . . . . _ . . . . . . . . . . . . _ . . . . . - - . . . . . . . - - . . . . . . . . . . . . . . - . - - . . . . . . PREPARED FOR: D.I- WATER MAIN _ _ H. GATES & WINGATE LLOYD . . . . . . . .. . . . . . . . . . . . . . . . . .:. . - - . . . . . . _ . _ . . . . ;. . . - _ _ . . . . . . . . . . . :. . . . . - - . . . . . . • • • •. . . . . - - - . . . . . . . - - - . .•_ . . . • • - - - . . . . . . . . :. . : . . . . . . . . . . . . . . . . .. _ - _ . . . . . . . . . . . . . .:. . _ . _ . . . . . . . . . :. . . . . . . . . . . . . . . . . : . - . _ . . . . . . . . . .. . .:. . . . . _ . . . . 4500 CATHEDRAL AVENUE NW WASHINGTON, DC .DANM AZW20016 4w N h 117 co i} 00 O h U*) O 0 C5 O O to N ai O O Qi «` UP ma m C"'M"I-M5+00 6+00 7+00 8+00 9+00 10+00 657 Main Street, Unit 6 W. Yarmouth, Massachusetts 02673 (o rn d 00 0 `V O° 17 0 781 659 7981 O O a; Oj 0 r �t h � O) N © 2003 The BSC Group, Inc. 7' LEFT OF SCALE: 1" = 20' Horizontal CFJyrduINE 1" = 2' Vertical h co M h c0 h O d 0 1 2 4 varr_&nor Qi 6 O Qi O O cV 0 10 20 40 Hmzow& Fr FILE: DWG\4892—DEF 7' RIGHT' OF MTL' IRLINL' • : 5432-01 SHEET 6 OF 13 JOB. NO: 4-8492.00 ii I I I I Mimi AOL— I I N/F I I BENCHMARK ♦ N/F LLO N/F HULBIG, WILLIAM F & DOROTHY T I CONCRETE BOUND MAP RGARET H E 002S TR R, JOHN T & MARY OBOYLE MAP 016, PARCEL 022 I ELEVATION 21.28 MAP 016, PARCEL 020 MAP 016, PARCEL 021 I I � I 7.7 CONSTRUCT NEW ROADWAY J* ~~`' "~� ♦ SECTION / WIDTH VARIES , MINIMUM FlNISHED WIDTH 14' VINEYARD RJO�,-A D-�� _ /I� � 149.10' 21` - �--"" Or"""� �, t ' `` r� �` �..` FEMA Z�NE B\ 50.00I S00-0000W`�" •---. " •, e _FS —A ZONE C O+w O+w i+—a+w oaw—I�-arw a+w a+w aiw �'" UP a{w 00 00 OO W � aiw O+w ` . (W 148/11 I+ -'�- �48/12- -�' _ _ _" w- ._ 148/13 �` �, OF Ito k� w w „ „":, ., on* � � � �o`' RENWIC B. � �"` � � �J� K B w W—•t—W w w w _ r.,. t e ia4, .., ., nt.a,,. .. ,. �� +'fnn°w...'r. —:,a+�:,;. a T CHAP 1 1".e�," ...." ....+,,,. N�5,. r '-•--� --r... .M, , ,.,..I; airw CIVIL ENG -4"_ — , � 13+50 'I`�� '�' �� � �16 �' � � No.27654 UP A ' 14 • ?� r� R�3 � �7 . F\ fR`,G\��� 119.10, EXISTING DRAINAGE AREA TO BE S00'00'00"W •� to ,l •99' �HYD #403 RENWICK CHAP N DATE _ CLEANED / CONSTRUCTED O / ISA � � --, `°. �, '�. WITH 3/4- CRUSHED STONE �� 'S I� ��3 �°`\�\ PROFESSIONAL ENGINEER EXISTING TREE ?4 - ' 0 .19, TO REMAIN (TYP) EXISTING DRAINAGE AREA TO BE EXISTING DRAINAGE AREA TO BE \ao CLEANED / CONSTRUCTED WITH CLEANED / CONSTRUCTED WITH �o •, 3/4" CRUSHED STONE 3/4" CRUSHED STONE VI N EYARD ROAD N/F 's' ��-� / DEFINITIVE ---------0-E— LLOYD, RICHARD W 40.0o soo•oo 0 -� APPROVED JR y�UNDER THE SUBDIVISION :, •� / l � SUBDIVISION B D I MAP 015, PARCEL 008-003 f F � , SON 799 or / / IVI LEGEND: CONTROL LAW VINEYARD ROAD CLERK OF THE TOWN OF BARNSTABLE � �'� — LIMIT OF EXISTING MASSACHUSETTS HEREBY CERTIFY THAT THE ♦ �p \ ( / / IN NOTICE OF APPROVAL OF THIS PLAN BY THE �°`•, �` GRAVEL ROAD BARNSTABLE PLANNING BOARD HAS BEEN EXISTING DRAINAGE AREA TO BE `� \ ' `� � ' / / / COTUIT BARNSTABLE - LIMIT OF WIDENING RECEIVED AND RECORDED AT THIS OFFICE AND ash CLEANED / CONSTRUCTED WITH NO NOTICE OF APPEAL WAS RECEIVED DURING 3 4" CRUSHED STONE �., V MASSACHUSETTS THE TWENTY DAYS AFTER SUCH RECEIPT AND / ® EXISTING DRAINAGE AREA TO BE RECORDING OF SAID NOTICE. ��s R- a,f - CLEANED / CONSTRUCTED WITH 35' (BARNSTABLE COUNTY) DATE APPROVED 3/4" CRUSHED STONE � � . NOTE: DATE SIGNED CANOPY TO BE SELECTIVELY PRUNED DATE TOWN CLERK TO MAINTAIN 15' OF VERTICAL CLEARANCE OCTOBER 29, 2003 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. .. . • - - -- - . . . . . - - - - - . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - • - - - - - • - - . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . - • - • - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . - - - - - - - - - - . . . . . . . . .. . . . . . . . . . _ . . . - - - - - - . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . _ . _ . . . . . . . . - - - - - - . - • - - • . . . . . . . . . . . ... . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . _ . . . .. . . . . . . . . . - - - - - -. .... _ . . - • - - - --- - - - - --- - - - - - . . . . - - - - - - - -- . . . . - - - . . . .. . . . .- - - - . . . . . - - - - - - . . ._ . . . . . . . . . . . - - - . . .._ . . . . . - - - - - -• - - • - -- - - - - - - - - - - - - - - - - -. . . . . - - - . . . . . . . . -- - - - - - - - - - - . . . . . . ... . . . . .. . .. . .. . . - - --- - - - - - - - - • --- . . . . .. . . . . . . . - - - - - • - - - - - - . . . . . . . . - - - - -- -- . . . . . - - - • - - - - . . . ... . . . _ _ . . . . . - - - - - • . :. . . . . . . . . . . . . . . . .. . . . . .:. . . . 24 . . . . . . . . . . . . . . . ... . . . •- - - . . .. .. . . . . .. . . . . . . . . . . . . . . . :. . . . . . . . .. . - - - - - - - - - - - - • :_ . . . . . . . . . . _ . . . . - - - - - - . . . . . . . . . . . . .:. - - - - - - - - - • - -_. . . . . . . . . . . . . . . . . .. . . . . . . . . . • - -: - - - . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . MAINTAIN EXISTING _ REVISIONS: . . . . . . . . . . . . . . . . ... . . . . VER.TICAL. ALIGN.MENT. . . . . :. . . . . - - -•- - - - - . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .: _ . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . .. .... . . . . . . . . . . . . ... :. . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .=. . . . . . . . .. . . . . . . . ... . . . . . . . .. . . . . .. . :. . . . . . -- - - - - - - -- - . - - - - -- . . . . . . . . . . . • - - - - - - - - . . . - - - - - - - - • - - - . . . . . NO. DATE DESC. ALONG PROPOSED : EXISTING GRADE 7' LEFT : CENTERLINE OF PROPOSED CENTERLINE 22 :. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . . . .. - - - - - - - - - - - - - - - - -. .. . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BEGINLEFT SIDE. . . . . . . . . . . :. . . . . . . . . . . . . . . . . :. . . . . . . . . . _ . . . . . . . EXISTING GRADE ALONG - ROADWAY WIDENING PROPOSED CENTERLINE 7_ = = = = :. . . . . : . . . . . . . . . . . . : . . . . . . . . . . . . =. . . . - - • • - - - - - - -- - =- - - - - - - - - • - - - - - - -:.. . . . . . - - - - -- - - - -= .- s - 290. . .. . :. . . . . �� . . . . . . .. .. . - - - . . . . . .- - - - - - - - - - . . . . . . . . . .:. : . ROADWAY WIDENING 20 _ _ . . .. . . . . . - .. . . . . . . . .. . . . . . . . . . . .. . . . .. . . . . .. . . . . . .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ----- . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r- � i_ 9. - ��- EXISTING GRADE 7' RIGHT r , - OF PROPOSED CENTERLINE 18 - - - - - - - - - - - - - - - - - :- - - - : : - - . . . . . . . . : . . . _ . . : : : : .EXISTING• DRAINAGE- AREA- TO BE'- . . . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . _ . . . . . . . . . . _ . . . .-_ . . . . . . . _ . _ . . . CLEANED / CONSTRUCTED WITH :. . . . . . . . . . . . . . . . 3;/4" CRUSHED STONE ��� = :. . . . . . . _ . . . . . . . . . I WATER MAIN - 16 . . . . . . . . . • . . . . . . ... . . . . . . . = --- - - - - - . . . . .. ._ _ ... . - - - . . . . .. . . EXISTING 8". . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . _ . . . . . . . . .- - - - - - - - - - - - - . . . . ... . . . . . . . . . .... . . . .. . . . . . . . . . . . . . . . . . . EXISTING 8". D.I. WATER MAIN PREPARED FOR: : : H. GATES & WINGATE LLOYD 15.00 4500 CATHEDRAL AVENUE NW 0 0 00 o 00 to WASHINGTON, DC 0 0 0 0 0 co o ai 20016 N N N N N N N N •- �i c��rxE 11+00 12+00 13+00 14+00 15+00 UP 9 BSC 17 00 0 7 0o 1r 00 0, 00 657 Main Street, Unit 6 N O N N N N ai ai °' W. Yarmouth, Massachusetts 02673 7, LOT OF C� 781 659 7981 00 00 a) O O if) O 00 LO © 2003 The BSC Group, Inc. ai ai ai O O 6 O O ai Oi O .- N N N N N r- � � SCALE: 1" = 20' Horizontal 1" = 2' Vertical 7' RFGBr OF 0 1 2 4 vozr�u � 0 10 20 40 wmzo►rrAL Fm FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 7 OF 13 JOB. NO: 4-8492.00 N/F I / 1 FLANAGAN, JOHN J JR TRS CONSTRUCT NEW ROADWAY N/F MAP 015, PARCEL 003 SECTION / WIDTH VARIES WARNER, CATHERINE E ®� C \ MINIMUM FINISHED VADTH 14' N/F MAP 015, PARCEL 004-002 / LLOYD, MARGARET H ET ALS TR MAP 015, PARCEL 004-001 40 1-0 .00� R.OAD 148/16 VINEYARD - s , �- a,w —a+w aw►—�—a+w oHw—f +—oft w�+a► aHw a+w oHw S50 33 25 W ► t/ oHw aMw aHw ai+w pnr " " se; �: � I� '"�7 I� �.........+ ....�.^..'w '°"° " f p � ^ � p �L `1 �w� �� a� a{vf ��r�.�. T-- VQ ��5 _-- w still � fi» __raw 17+50 CID ...°",,�. .' "."A..—^ _- ✓ i� - (( HY � j 404 L 7� I I' ��� �,�,�„�� ...1 16+00 �.. � . _ _ I _ _ _ �__.M: . �:,�.... 117.E 5 �.- -- , �. ,� 16+50 S53'04'12"W �" �!C_ — — +- ——�- --�———F-—————I—�——�- _ � , ,5. ,,..w w ��" / F C' 1 ! ��� .�.., ,., - -_.. � ��. ,� ..� � �.... R=500.00 18+30 � I �� --�. ��.���;..�,,. � � � � Hi to _� S49'35 43 W 19+Op . �� 4 �. � .. / ,� o, � � .� I o :.;���:�� � �r00 ,,,.. I to 1 0 Sp r ` ter' I• •�� S50 33 25 W •I �, _ � 1 - - �N of �0�.. �. EXISTING TREE c� 1 Imo° -� �� `� sq EXISTING DRAINAGE AREA TO BE -' f o RENWICK B. cyc CLEANED / CONSTRUCTED WITH M`` TO REMAIN (TYP) 1 f �� } , f- �� CHAPMAN m ^m ' r y VIL ENG 3/4" CRUSHED STONE -''� � ' .g ; � 1 ~- -. �? ! glot "� A N�o.2 654 EXISTING DRAINAGE AREA TO BE -' CLEANED / CONSTRUCTED WITH -.�-�• ----• `�"" � wM-- � '� � � � � � � � O 3/4" CRUSHED STONE 1 - �� I '� o �, \�, ~ bw ,� \ r ♦ O La+r� APPROVED LLOYD, MA AR/F H ` `'ti � � ._..- � M,. ,\� \` "''+� '\ \ �\ ''� . /6x�` °\� `tea\ � i f RENWICK CHA AN DATE YD, RG ET ET ALS TR ' \ �� PROFESSIONAL ENGINEER UNDER THE SUBDIVISION MAP 015, PARCEL 008-004 ° \ ,34,59 CONTROL LAW 1 � �.... _ •---- � � RICH JR D W — CLERK OF THE TOWN OF BARNSTABLE \ \ , MAP 015, MASSACHUSETTS HEREBY CERTIFY THAT THE \ °, ,,� °o. \ . �� VINEYARD ROAD PARCEL 008-003 �\ NOTICE OF APPROVAL OF THIS PLAN BY THE \ -�r �, EXISTING DRAINAGE AREA TO BE ' ✓� LEGEND: BARNSTABLE PLANNING BOARD HAS BEEN \ �9 CLEANED / CONSTRUCTED WITH �` ����� DEFINITIVE RECEIVED AND RECORDED AT THIS OFFICE AND �, p 3/4 CRUSHED STONE / \ -,.,� ''M _ Ir — LIMIT OF EXISTING `� NO NOTICE OF APPEAL WAS RECEIVED DURING \ tiF�� \k \,���� °o. SUBDIVISION #799 ; h GRAVEL ROAD �� THE TWENTY DAYS AFTER SUCH RECEIPT AND ° 'phi ,L °o. RECORDING OF SAID NOTICE. o NOTE: EXISTING SWALE TO BE �' O�ioi ,,,, - LIMIT OF WIDENING �� DATE APPROVED CLEANED / CONSTRUCTED ! \ _ — — _ --� ` CANOPY TO BE WITH 3/4 CRUSHED STONE VINEYARD ROAD � SELECTIVELY PRUNED Q �, ti x EXISTING DRAINAGE AREA TO BE �� DATE SIGNED �` TO MAINTAIN 15' OF / EXISTING TREE e ® - CLEANED / CONSTRUCTED WITH DATE TOWN CLERK — — ` VERTICAL CLEARANCE TO BE REMOVED (TYP) �r -f IN 3/4" CRUSHED STONE COTUIT, BARNSTABLE 22 - • . .. . . . . . . . . . . ... . . . . . . . . ... . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . .. . . ... . . . . . . . . . . . . - - - - :-- - - - - - - - -- - . . . . . . . . . . - - - - - - - - - - - - -- - -- . ... . . . . . . . . . ... . - - - - - - - - - - - - - - --- - - - - - .. . . . .- - -- . :. .. - - - - - - . . . . . . . -_ - - - - - - . . . .- - - - - - -- - - - - - - - - - - - - - - • - ... . . . - - - . . . . . . . . . . .- - - - - - • . . . . . . . . MASSACHUSETTS MAINTAIN ExISTttvG (BARNSTABLE COUNTY) VERTICAL -ALIGNMENT : BEGIN LEFT SIDE . . . . . . . . . . .: . . . . . . . . . . . . . . . . .: . . . • - - - - - . .. . . . . ... . . . . ... . . . . . . . . . ..- - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . .: - - ALONG 00006SED ROADWAY WIDINING EXISTING GRADE 7' LEFT CENTERLINE = = = = OF PROPOSED CENTERLINE 20 . . . :. . . . . . . . . . . : . . . . . . . . .�.�. . . . . : - - . . . . . . - . . - . - - • _ - - - - - . . . . . . . _ - - - - . . . . . . . . .- -_ :-��.�-_;. �:.:.... .:.-_� � =-�--a;==- - - -: =- - - - . . . _ .. - - -�,�,��_ ._\\\. . . . . . . . . . . . . . . . . - - - - - - _ . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . GRADING / UTILITY PLAN -----=---=r - -----. --------�____�-. . . .: . . . . . . . . . . . --18 . . - :., . . . . . . . • • . . :. . . . . . - - - - - - . . . . .: . - - - - - - - - - - . . . . . . - - . . . . . . . . . . . . . . ... - - - - . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . & PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : �° 18 . . . . . . . . . . . . . . . . - . . . . .:. . . . . . . . . . . .. . . . . .:. . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . .. . . . - - - . . . . . . - - - . .. . . . . . . . - - - - - - . . ... . . . . - . . . . . . . . . . . :. . . . . . . . . . . . . . . . . _ . . . . . . = :. . . . . . . . - . . . �� : - . . . . . . . . - . . . - . . _ :. . . . . . . . . . . . . . . . EXISTING DRAINAGE AREA TO BE EXISTING GRADE ALONG OCTOBER 29, 2003 CLEANED / CONSTRUCTED WITH PROPOSED' CENTERLINE . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . - 3/4" CRUSHED STONE.(TYP). . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . ... � .. . . . - - - - - - . . . . . . . . .:. :. . - . . . �- 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:. . . . . . . • - - - • - - - - - -_- - - . . . . . . . . . . . . . . : . . . - - - - - - . . . . . . . :. . . . . . . . . . . - ��` . . . - - . . .. . . . . . - - - . . . .. . . . . . . . . . . . - - - - - : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . = BEGIN RIGHT SIDE .EXISTING 8" D.I. WATER MAIN. . - • - - - - - - . . . - - - \ S ROADWAY WIDENING . . . . . . . . . . . . . • - - - - - - - - - - - - - . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . : . . . - - - - - - - - - - - . • - - - - - • - - - . . . . . . . - - - - - • • - - - - . . . . . . . . . . . . . . . . - - - - - - REVISIONS: 2g ISIO EXISTING GRADE 7' RIGHT ��� - NO. DATE DESC. OF PROPOSED: CENTERLINE : FN LEFT SIDS 14 :. . . . . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . :. . .. . . . . . . . . . . . . . : : . . . . . . . . . . . - . . . . .:. . . . -- - - • --- - - - - . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . - . . . . . . . • - • - - . . . . . . . - - • - - . . .:. : . : DWAY WIDENING LWOW- - - - - - - - - - - - - - - - - -- • . . . . . . . - - - - - - - - --- - . . . . . . . - - . . . . . . ._. . . . . . . . . . . . . . . . . . . . . . . - - - - . . . - - • •_ . . . . . . . . . . . . . . . . .: . . - - - - - . . . . . . . - - -.. . . . . . . . . . . . . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .- -.- - . . . - - - . . . . . . . . . . . . . . - - - - - - • - - - . . . . . . . . . . . . . . . . ... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ` . Sg 12 . . . . . . . . . . . . . . . .:- - - - . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . - . . . . X.s� . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . . . . . - - . . : . .. . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . - - - . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Iyq . . . . . : - - • - - - - - - - - - - - - - : . . . . . . : . . . . . . . . .. . . 10 . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . .. . . . . . . . . . . . .. - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- • - - - • - - . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . - - - - • - - -- . . . . . . . . . . . . . . . -- • - - - . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .-- - . . . . . . . . . . . . . . . -- - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . ... . . . . - - • - • - - • - - . . ... . . . . . . . . . . . . . . . . -- • • - - . . . . . . . . . . . .. . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . - - PREPARED FOR: . . . . . . . . - - • - - - - • - - - - - • - • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . : . . . . . . . . . . - - - - - - - - - - - - - - - - - - : H. GATES & WINGATE LLOYD : 4500 CATHEDRAL AVENUE NW 8.00 WASHINGTON, DC N 17 17 20016 vi vi vi vi ai ai 00 M �ST1rNC CBJVT�RLl1VE MBSC 16+00 17+00 18+00 19+00 20+00 657 Main Street, Unit 6 N M LO L o c O W. Yarmouth, Massachusetts 0 a; v; a; a; (o 1i 02673 781 659 7981 ?" LOT OF CAE © 2003 The BSC Group, Inc. u7 � co r ►� N o cv cn SCALE: 1" = 20' Horizontal of vi of vi 00 ca Ki o 1" = 2' Vertical ow 0 1 2 4 vffmc&rr 7' RURT OF 0 10 20 40 H mzoNTAL Fm CENI�RLINE FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 8 OF 13 JOB. NO: 4-8492.00 p r ! 5�%90 / EXISTING DRAINAGE AREA TO BE CLEANED / CONSTRUCTED WITH --- SF�` 3/4" CRUSHED STONE `�, TO �FE P ZONE \ ; � ~` 1 ``� 1 N 11 ®N F400 M /` ,�`� °, — -` ` 0_1 11 ENTINE, ELISA TRUSTEE 1 '�'ti �WILLIAM W. LLOYD TRS BENCHMARK f' / N F `� 11� MAP 015, 11 1 'LLOYD, H GATES F / 1 PA '' \ 1 �` MAP 015 PARCEL 006 CONCRETE BOUND WARNER, CATHERINE E 4`` 1 PARCEL 005-001 1 ELEVATION 12.76 f f ;� 1 MAP 015, PARCEL 005-002 1 Al 1\� o.6 B i jam' 0+6 1 E—_ -� c,. `\ ' / f / .- -`, 1 1 L=36.79' f 11 L=50.00' �1 - "- " '-�' �' Mp, ZON / �• �' t �`l' ;/ f \ _ i =1 460.00' - R=1460.00' r R=1460.00' �I L-�5:21' ,, �- ``. .- - --�.. i' ZONE B 8 R _ L=43.00' _ t00 I L=45.60' �R=1460.00 � �L=34 78' �`� � `` -�' ? FEMA 0 R=1460. 1 ` 0+40 "� r ` ` R=1`460.00' i 3 ,f 0 L_47.00 R=1460. � I l ..,� �= 0.23 �� t r\. 4 f @ 40 1 EXISTIN¢`'TREE �460.00 �•�� -Rom.'_' `.`.` .. ® r-' °+ 4�07+ ,� #405 E TO REItAAIN (TYP �� I , r �a •., �1 wa .9 � R=200. 22+50 ., �. , - .. ,.... -"'a'.n. n 9 I R 0�0 24 ., 1.6 �,7p, + "� Op 2fi+Lill w 4 ~o ~ ' 0+20 .� - 54 10 im L-371 .55' R,=1 420.00 Iw �� to ✓ `"' ^ 0 / + VINEYARD - Q S CHAPMAN;w _ -' °+° �w 'N 1 � s o�Lill. i CIVILG y .p EN �1 EXISTING TREE — --- — _ _ - ' 0+00 '- I+ ,f. B { ROAD �+ ,o• 'Opz sa -�Q' y O9 90.27654 TO BE REMOVED (TYP) _ _ ` n A �� ''�+ao�FsFcis> �° tio IF ,,�J1 `�, j f!, �,,,C�!~a1' _/ '�^"�"� ,,,�� T� -...."_ `r,"'" ,...-'"" —�y- ��,..-.,.,-.'��"'""� �� � ,,,,,.... -�..'"" ...�•^' `�. � ^y .1`�r* '�",�. � '`. � \ �. O r i ` `e �`�b `.. 0 � RENWICK CHAPMAN DATE ♦m `k ~' � \ �` �s'' �'� ►�^��� PROFESSIONAL ENGINEER aw a� �.�` ' EXISTING SWALE TO BE � �' � �`' • �'- P ' J CLEANED / CONSTRUCTED WITH N/F -� .-' 3/4" CRUSHED STONE KEULER, MARGARET L N- '"" --- - -� EXISTING DRAINAGE AREA TO BE MAP 015, PARCEL 008-005 _ LEGEND: APPROVED� �, ti �� �� 3/4" CRUSHED STONE CONSTRUCTED WITH _ VINEYARD ROAD UNDER THE SUBDIVISION �� '� `��3 \ - LIMIT OF EXISTING -- �e DEFINITIVE -� GRAVEL ROAD CONTROL LAW o •°0�9" ;� r x -� CLERK OF THE TOWN OF BARNSTABLE - LIMIT OF WIDENING �- MASSACHUSETTS HEREBY CERTIFY THAT THE u SUBDIVISION #799 f NOTICE OF APPROVAL OF THIS PLAN BY THE ' BARNSTABLE PLANNING BOARD HAS BEEN EXISTING DRAINAGE AREA TO BE l ` 0°' VINEYARD ROAD RECEIVED AND RECORDED AT THIS OFFICE AND ® - CLEANED / CONSTRUCTED WITH �. NO NOTICE OF APPEAL WAS RECEIVED DURING 3/4 CRUSHED STONE THE TWENTY DAYS AFTER SUCH RECEIPT AND i7a� �N FEMA ZONE B ��f \ RECORDING OF SAID NOTICE. `�. ``� �ti �\ COTUIT, BARNSTABLE —'_" - - / .00 MA ZONE G �� " - _ CANOPY TO BE N DATE APPROVED SELECTIVELY PRUNED ' Ib MASSACHUSETTS / TO MAINTAIN 15' OF '° �•.�� VERTICAL CLEARANCE DATE SIGNED ` BARNSTABLE COU DATE TOWN CLERK � ♦ ( M OCTOBER 29, 2003 MAINTAINEXISTING END RIGHT SIDE = = VERTICAL ALIGNMENT. . . . . . .:. . . . . . . . . :. . : . . . . . . . . . . . - - . . . .: . . . . . . . . . . . . . . . . .: :. . . . :. . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . :. . . . . _. . . . . . :. . : . . . . . . . . . :. . . . . :. . . . . ROADWAY:WIDENING __ _. . . . . . - . . . . . . . - : 14 . ALONG PROPOSED CENTERLINE EXISTING GRADE 7' RIGHT _ _ EXISTING GRADE 7' LEFT OF PROPOSED CENTERLINE : : OF PROPOSED CENTERLINE . _ ._ _ .._ . . _ . . _ - . • . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.44% : 1.6 : . _ 43� REVISIONS: 1 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . .. . . . . . .: . . . . . . . . . . . . . . . . .: . . . . _ — . . . . . . . . . . . . . . . . . . . . . . . 2 - ... . . - --------�; Fill.:o /+ . . . . . . �_ _. . 0.0 ... . - _ N0. DATE DESC. :. .. . . . . . . . . . . . . . . . . . . . . . .. . BEGIMI LEFT SIDE. . . . =. . . . . . - . . . . . . . . . . : . . .. . .. . . . . . . . . . .:. . . :. . . . . . . - • - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ : ROADWAY WIDENING EXISTING GRADE ALONG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED CENTERLINE - - �- .0.2 ____ - � 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .———————— •.....rI..••.s— • ——-- . . . - -•. . . . . . - . . . . . . . . . . . - . . . . . . . . . . - . . . . . . . . . . . . .. . - . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . - . . . . . . . . . . . . . .. - . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . :. . . . . . . . . . . EXISTING DRAINAGE AREA TO BE . . . . . .: . . . . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . .; . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . .:. . . . . . . . . . . . . . . . . - • - - - - . . . . . . . . . . . . . . . . . . . . . . . • • - - - - . . . . . - - - . . . . . . . . . . . . . . . . . . - . . . . . . . . . • • . . . - - . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . 8 CLEANED / CONSTRUCTED WITH : 3/4" CRUSHED STONE (TYP) : EXISTING 8" D.I. WATER MAIN 6 . . . . . . . . . . . . . . . .EXISTING g" . . . . . . . . . . . . . . . . - . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . .= : . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . .. . . . . . . . . . . - WA1ER MAIN : .• • • . . . . . . . . . . . . . . =- . . . . . . . . . . . - - - • - . - - - PREPARED FOR: LIA2 H. GATES & WINGATE LLOYD �F d• 00 r cO n •— to N � 4500 CATHEDRAL AVENUE NW O O 04 CV � o WASHINGTON, DC 20016 cE"� 10+00 21+00 22+00 23+00 24+00 25+00 41 UP . a � , -1n)SC O 00 M N 00 �? N N r M cD 657 Main Street, Unit 6 W. Yarmouth, Massachusetts 7'' LAST OF 02673 CENTMRLINE 781 659 7981 00 M I� u7 O cD to O N O p rn to O O CV N CV © 2003 The BSC Group, Inc. SCALE: 1" = 20' Horizontal 1" = 2' Vertical 7" RICHT' OF 0 1 2 4 vQmcN.r�r CAW7ERLWE 0 10 20 40 H mzowAL Fm FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 9 OF 13 JOB. NO: 4-8492.00 111v ------- :-�----------- \Vol .4 P DRAINAGE AREA TO BE 11666/1 L=44-30' r-N08*20'40"E EXISTING lgrxin nn, 3.68 �, CLEANED / CONSTRUCTED WITH 3/4CRUSHED STONE.......... EXISTING TREE o. BENCHMARK HYDRANT N/F TAG BOLT #406 25-- TO BE REMOVED (TYP) ROSENTHAL, AMNON & ELEVATION 14.92 ROSENTHAL, PRUDENCE L MAP 004, PARCEL 013 CONSTRUCT NEW ROADWAY N." ilg 27+00 + SECTION / WIDTH VARIES A. —10— �0�1 --4-0 11", , A-- x MINIMUM FIINISHED WIDTH 14' 1�q N -1 7568PE f- -7 08 EXISTING DRAINAGE AREA TO BE W-------- 28+00 w CLEANED / CONSTRUCTED WITH mo 10 ro CO --- 00 #4A 1. W. — C45 \V-3 0 3/4- CRUSHED STONE S08.--- 00� 11, --- 29+oo ot 'a 3D - KL- 115.32' UP AM 1098/7 0 —15 # A qQi- --Mt' 12- u "` °`� ,.'� R� ,.,.3.F- �... ,,,_._ .�.... .w.._. --_....., ._._.... ...�,.. .�•.._. I N � O �������r p� 3� �y`SO4� --``. --...... � � RENWICK B �y� C P N O \�X / r'° v r-- ( N �N / -�� `� / CIVIL ENG Z4 No.27654 0 ID ON17 9,08-C Tr[. f f?OAD BENCHMARK / i '' CONCRETE BOUND N116 ELEVATION 13.54 4F610. Lew:[ f RENWICK CHAP N DATE I V�j PROFESSIONAL ENGINEER FEtA (*E FEMA Z 2 It UP # ONE C 1098/6 N/F VINEYARD ROAD APPROVED VINYARD ROAD NOMINEE TRUST LEGEND: UNDER THE SUBDIVISION I I e e ROSENTHAL, PRUDENCE L TR DEFINITIVE MAP 015, PARCEL 007 -- - ;; ® �- ' CONTROL LAW - LIMIT OF EXISTING SUBDIVISION #799 I ` CLERK OF THE TOWN OF BARNSTABLE GRAVEL ROAD 144 MASSAHUETTS HEREBY CERT I FY THAT THE - LIMIT OF WIDENING NOTICEC S OF APPROVAL OF THIS PLAN BY THE \ ` Ir"A VINEYARD ROAD BARNSTABLE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND v 56� IN EXISTING DRAINAGE AREA TO BE NO NOTICE OF APPEAL WAS RECEIVED DURING N. - CLEANED / CONSTRUCTED WITH 1 THE TWENTY DAYS AFTER SUCH RECEIPT AND FEMA ZONE 13' COTUIT, BARNSTABLE 3/4- CRUSHED STONE 1 1 ` RECORDING OF SAID NOTICE. FEMA ZONE NOTE: DATE APPROVED j0x,,A - C C, MASSACHUSETTS CANOPY TO BE 1<1 SELECTIVELY PRUNED (BARNSTABLE COUNTY) TO MAINTAIN 15 OF DATE SIGNED 1 % DATE TOWN CLERK 00 VERTICAL CLEARANCE GRADING / UTILITY PLAN & PROFILE 16 . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . -- - - - - - . . . . .. . - - - - - - - - - - - - -- - - - - - - - - . . . . . . . . - - - - - - - - - - - - - - - --- . . .. . . .. . - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - . . . . . . MAINTAIN EXISTING OCTOBER 29, 2003 . . . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . .VERTICAL ALIGNMENT . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALONG PROPOSED EXISTING GRADE 7' LEFT CENTERLINE OF PROPOSED CENTERLINE . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . ... . . . . . . .. . . . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . ... . . . . . . . . . . . . . . . . . - - - -- - - - -- - . . . . . .. . . . . . ... . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . . ... . . . . . . . . . .. . . . . . . . . . . . . . . . . 7% EXISTING GRADE 7' RIGHT OF PROPOSED CENTERLINE %. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . % .. . . . . . . . . . . . REVISIONS: --———————— ————————---——————— - NO. DATE DESC. N . . . ... ... . -7.. . . . . . . . .. .. . . ... . . . . . . . . . . . . . .. . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . ... . . . . . ... . . . . . .. . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .... . . . . . .. . . . . . . .. . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . .. . . . . . . . . . .. .. . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . .. . ... . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . .. . . . . . . . .. . . . ... . . . . . . . . . . 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . . . . . . . . . . .. . . . .... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . .. . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE ALONG EXISTING 8" D.I. WATER MAIN PROPOSED CENTERLINE . .... .. . . . . . .. . . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . . . . . .. . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ... .. .. . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . : . . . - - - - . . . . . . . . .. . . . 8 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . .......... I . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . .... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . .. . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . OjER . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... IS'nNG EX ............. . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . .... . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . ... . . .. . . . . . . ... .. ... . . . . . . . . . . . . . . . . . 6 DATUM AZNV PREPARED FOR: doo H. GATES & WINGATE LLOYD 0) C14 C14 CN 0) 0 0) 0 OD 4500 CATHEDRAL AVENUE NW N N N N N0 C; WASHINGTON, DC =57WC 20016 CANTAM1►2s' 26+00 27+00 28+00 29+00 30+00 31+00 UP (0 7 OR 11 OR U� sc 0 CA N N Cq N CNI er — 657 Main Street, Unit 6 7' LEFT OF W. Yarmouth, Massachusetts CAWTARGM 02673 0 781 659 7981 0) 00 0) 6 N C-i N N N M 4 2003 The BSC Group, Inc. SCALE: 1" = 20' Horizontal 7' RIGHT OF --------- 1" = 2' Vertical CAWTARLB& 0 1 2 4 vowAL Fm 0 10 20 40 HoRgottm nu ell FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 10 OF 13 JOB. NO: 4-8492.00 1 1 N/F VINEYARD ROAD TRUST 02 LLOYD, WILLIAM & H GATES III TRS U � CONSTRUCT N ROADWAY / MAP 016, PARCEL 028 2 <v o i 2 SECTION / WIDTH VARIES EXISTING DRAINAGE AREA TO BE ^'�Mo MINIMUM FINISHED WIDTH 14' CLEANED / CONSTRUCTED WITH �� Q 3/4" CRUSHED STONE R=792.20' 'EXISTING TREE TO BE REMOVED (TYP)00 U / 00 �- 1098 5 �.-�-' -- 33'+ ,,, �� � ti � ; /� .�� 8/3 t ��. ���;;=• 4,.E ,� � .� � .�.�. I 1 f � UP -o �,v ,f' / _ :; ° '.►=�7�`- N,�1'07 o o R 52.3 f 1098/2 -__.` -1 --->r�- • r 3 4 ---�-°-2 -/ � SD 7 4' f � .r � I I,i► 1,�. `�'�rh�„� '� der 31k w i pi 1+ _ - EXISTING TREE �, f v, ,� f I w V 1 VIf` � � \ o� RENWICK B Q ��� ��• w I W. TO REMAIN (TYP) Ip+ ®�` �''�/ w w-. _ ___ clviCH,���. ..:� W 1 O W O -- _ + 1 '` i g 1 CA '� `` No.27,- ram -+ f 1oo N/F RENWICK CH UATE BENCHMARK APPROVED LLOYD, 0 H PERRY - -- -� 6, \ '' ,•;, 1� PROFESSIONAL ENGINEER CONCRETE BOUND N DER THE SUBDIVISION MAP 015, PARCEL 008-001 ELEVATION 13.22 ♦ U \ $ , ♦ CONTROL LAW ` - - LEGEND: I CLERK OF THE TOWN OF BARNSTABLE -- t1+ MASSACHUSETTS HEREBY CERTIFY THAT THE �,. 4 \ \ VINEYARD ROAD - LIMIT OF EXISTING �♦ ' , NOTICE OF APPROVAL OF THIS PLAN BY THE GRAVEL ROAD c'♦r'p i BARNSTABLE PLANNING BOARD HAS BEEN �- \ DEFINITIVE / - T\x RECEIVED AND RECORDED AT THIS OFFICE AND LIMIT OF WIDENING NO NOTICE OF APPEAL WAS RECEIVED DURING i SUBDIVISION 799 �' I � THE TWENTY DAYS AFTER SUCH RECEIPT AND EXISTING DRAINAGE AREA TO BE ti� �k, o ♦ RECORDING OF SAID NOTICE. CLEANED / CONSTRUCTED WITH EXISTING DRAINAGE AREA TO BE CLEANED / CONSTRUCTED WITH DAZE APPROVED ; 3/4" CRUSHED STONE I VINEYARD ROAD 3/4" CRUSHED STONE DATE SIGNED I � \ NOTE: ♦ DATE TOWN CLERK � IN CANOPY TO BE SELECTIVELY COTUIT, BARNSTABLE \ \ PRUNED TO MAINTAIN 15' OF � \ VERTICAL CLEARANCE MASSACHUSETTS (BARNSTABLE COUNTY) : : : : . - - . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - • • . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . : . . . . . - - • • - • . . . . . . . . . . . . . . : . . . . . . . _ N MAINTAIN EXISTING --�� & PROFILE 20 VERTICAL -ALIGNMENT = :. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ..- - • - • - . . . . . . .--------....t-. .. . . . . . . . . . . - - • • - - - . . . . . . . . . : _. - . . . - - - .. . . . . . . . .- . . . . . .. . . . ... . . ALONG PROPOSED - ���� . -2.6 CENTERLINE : : : 3$ . . . . . . - -• - - • . .. . . . . . .. . . . -- - . . . . - - - - • - • - - - - - - - - - - - - - - • - . . . . ._ . . . . . . . . . . . . . . . . ... . . . . . - - - - • • - - • - - . _. . . . . . . . - - - - . . . . .. . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . -- • • - - . - • - - - . . . . . . . - • - • - - . .. . . . . . . ._ . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . _. . . . . / OCTOBER 29, 2003 18 .. . . . . . . . . . . . . . . . . : . . . . . . . . : . :.. . . . . . . . . . . .. . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .= . . . . . . . . . . . . . . . . ... . .y.• . . . . • . .. ... . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . EXISTING GRADE 7' RIGHT OF PROPOSED CENTERLINE _ = = : . . . . . . . . . .. . =. . . . . . . . . -- • - • - • • - ----- =. . . : . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . .. . ... . . . . . . .. . . . . . . . . . . . . . . . • •.-• - - • - • . . . . . . • - - • =- • - • - . . . . . . . . . . . . .. . . . . . . . . . . / EXISTING GRADE ALONG = = / • \ - - : PROPOSED :CENTERLINE REVISIONS: _- ; EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . 16 . - - - - - - - • • - • - • • • . . '__\ 7' LEFT . . . • - - - •.. . .. . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . • • . _ - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . - • . . . • • - . _ . . . . . . . . . . . . . . . . _ N0. DATE DESC. OF PROPOSED CENTERLINE �oi�i .�: :. — —. . . . . . . . . . . . . . . . . . . . - - - - - - . . �,�•. . . - . . . . . - . . . . . . . - . . . - . . . .. . . . . . . . . . . . . . . . . - . . . 1 . . . . . . . . . . . . . . . - . . - - - - . . . . . . . . . . . - . . . . - . . - . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . - . . . . . . . . .. . . 3. ` . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . 14 . . . . . . . . . . . . . .. . . - . - . . . . . . �.�.�. . . . . . . . . . . ... . . . . .1. %.:. r .=i. . . . . - . . . . . . . . _ : . . . . . . . . . . . . . . . . . . . . . • - • . . . . . . • . . . . . . . . . . . : a-- ----- " . . . . . . . . . .. . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . .. . . ... . . `HP-. . . . . . . . . . . . .- . . . . . • . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . 1 : . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . : . . . . . . . . . . . . - . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . - - - .. . . . - : . . . . • . . .E��S - - - - • • • • • • . . . . . . - • •• • • • • • . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . 77NG - . .. . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WAR MAIN PREPARED FOR: DAYM JMW H. GATES & WINGATE LLOYD &00 4500 CATHEDRAL AVENUE NW 00 rn O to co C'' O WASHINGTON, DC r�i tri 4 4 ri ri to 00 20016 ax�vc c31+00 32+00 33+00 34+00 35+00 36+00 ,Dr% SC I LT to ►7 to to to M st O 00 00 o �; 657 Main Street, Unit 6 cc N W. Yarmouth, Massachusetts 7' LJYT OF 02673 cAwrMuzu 781 659 7981 O O I� to to cV Oi 00 © 2003 The BSC Group, Inc. SCALE: 1" = 20' Horizontal 1" = 2' Vertical 7' RICXT OF 0 1 2 4 van r-&Fr CEAWMM A/ ;;I W."20,P, 0 10 20 40 ►owo► AL Fr FILE: DWG\4892-DEF DWG. NO: 5432-01 SHEET 11 OF 13 JOB. NO: 4-8492.00 LEGEND: a) v EXISTING DRAINAGE AREA TO BE 2 w / CLEANED / CONSTRUCTED WITH- '' 10.." "°"°° -, _,- ._ _ ��..._. 010 3/4 CRUSHED STONE �' ~`"""` -�- -- - = EXISTING DRAINAGE AREA TO BE_ -..--- !i I - LIMIT OF EXISTING N N -� ti �'� j-0 CLEANED CONSTRUCTED WITH. — `�-�0) GRAVEL ROAD .�1Q Z° UCT N ROADWAY -� _ I / �,� `" o �►�o {� 'SECTION / WIDTH VARIES "� , .� O - 3/4" CRUSHED STONE -`.p �! '` P � EXtST1NG 1REE � ,..�, ..•-•�- W MINIMUM FINISH® WIDTH 14' TO BE REMOVED (TYP) ,� J n �' I ' y _ - - - ,,��0 6 �'. # — LIMIT OF WIDENING �` / � r� r 1 w \ h� "" 7 - .�S89'S9 59 E —` / _ .�'��,,,,` ;, /6 f ® EXISTING DRAINAGE AREA TO BE 1 +� \\ ° r - - I HYD #4�$ is --- - - CLEANED / CONSTRUCTED WITH �, ® ' -- 4,, ~ ""' `" 1 ' 41+� 4 0 3/4 CRUSHED STONE (�� # _ _-- � 098 `_ ''' _ ,�_�, _ 40+50 —— + 89'LS+9 '. l d ....,,.._ _.•. e a� .pro •R,Sr' 's.. H, ti NOTE. �� �~� �. -_ +� +� 1 3s+ - ;�.. �� � fr CANOPY TO BE �` \ 35 SELECTIVELY PRUNED— o a _ 'I" _ TO MAINTAIN 15 OF 4� �~ - �, . � „ - �-� - �.�.. °". LIP # r-- VERTICAL CLEARANCE - ' ' 4 °`."° ® ° "" "=1°ss�1- ,, I . �, - ,•�Ir-�'� I �,. I PROPOSED HAYBALES k� .°""` - ` I�„ W/SILT FENCE (TYP) ' "� t I �. A r� . -�- I f �iFi S R 12-- rn zQ _ I f a Z6 0 81 m c OI I t RENWICK B tiG CHAPMAN r U) m .--I,rn m I CIVIL EN -4 k r r-- APPROVED J I rf Fss,"NA -' 0 Z �� UNDER THESUBDIVISION EXISTING TREE 4 0 ,� Iti r TO REMAIN (TYP) �� .- f " • r 1 Q CONTROL LAW -� I�`� r 0 � �' � �- `� � `�., � � 5 ..,, r �� � I � RENWICK CHAP AN DATE CLERK OF THE TOWN OF BARNSTABLE ``' °°' ' ° " I �r1"� off PROFESSIONAL ENGINEER MASSACHUSETTS HEREBY CERTIFY THAT THE 00 ` '" I NOTICE OF APPROVAL OF THIS PLAN BY THE gy rt cn a z + f BARNSTABLE PLANNING BOARD HAS BEEN ` O z �+' I F I iZ7 �•�� i� ; f r'` r;r � AISTING DRAINAGE AREA TO BE RECEIVED AND RECORDED AT THIS OFFICE AND `�G / D � z _ ; � i ®EANED / CONSTRUCTED WITH �- � �- � � Q/4" CRUSHED STONE NO NOTICE OF APPEAL WAS RECEIVED DURING -P En VINEYARD ROAD THE TWENTY DAYS AFTER SUCH RECEIPT AND r c = ;f I RECORDING OF SAID NOTICE. 0 D o z DEFINITIVE DATE APPROVED \\ 00 rt fff J f SUBDIVISION #799 r" DATE SIGNED O r{ ; DATE TOWN CLERK 50� "``- '� `Ab f r , SAND BUFFER' ' q �. VI hl EYARD ROAD f s�f IN 20 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . _- - - - - - - - - . . . . - - - - -- . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... - - - - - - - - - - - - - - - - --- - - - . . . . . . . . _. .. .. . . . . . . . . . . . . . . . . . . . . . . . - - - - - - -- . . . . . . MAINTAIN EXISTING _ COTUIT, BARNSTABLE VERTICAL,ALIGNMENT_ - MASSACHUSETTS : ALONG PROPOSED CENTERLINE 18 ��. . . . . . . . . . . . . . ... . . . . . . . . . . . . _ . . . : . : . . . . . . . . . . . . . . . . . . - - - :_ . . . . - - - - . . . . . . . . .. . . . . . . . . . . . _ . _ .: : (BARNSTABLE COUNTY) . . . . . . . . . . . . . . . . ... . . . . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . '� _�3 . . . . e\ : . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . _ . . . : . . ._ . . . . . . - - - - - .. . . . . . . . . . . . . . . - - - - - - - - - . . . . . . :. : . . . _ . - - - - - : GRADING / UTILITY PLAN 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .,._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . .. . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . - - - - - - - - - . . : . . - - - - - - - - - . . . . _ _ . . . . . . . ..- - - - - : : & PROFILE _ . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . : . .. . . . . . .. . . . . .:\. . .. . . . . . . . . . .�.\ . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ;. . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . :- - - - - - - - - - - - - - - - . :. . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - - - - - - - - - - - . . . . . . . . . . . . . . . . EXISTING GRADE 7' LEFT : . : : . . . . . OCTOBER 29, 2003 �: ee = = OF PROPOSED CENTERLINE . 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . `___ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . - - -- - - . . . . . . . - - - - - . . . . e . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . - - - - - - . . . . ... - - : _ e _ . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . �4 ._ . . . . . . _ . . . . . - - - - - - - - - - - - - - . . . . . . . . .. . .- - - - . . . . . - - - - - -. .. . . . . . - :. .fig e` . . . . . . . . . . . . . . . . . \ REVISIONS: 12 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .:. . . = e . .: . . . . . . . . . . . . . . . - :. . . . . = : . . - - - . . . . . . . . . . . . . . . _ _ . : EXISTING GRADE ALONG : . . . :. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO. DATE DESC. PROPOSED CENTERLINE : . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _.. . . . . . . . . . . _ . . . . . ... . . . _ ., . . . . . . . . . . . . . . . . ._ . . . . . . . . _ . . . . . . . ... . _ . . . . . . . _ . . . . . . _. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . - : : - - - ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . 10 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . `—_—, . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . :. . : EXISTING DRAINAGE AREA TO BE . .:. . . . . . . . . . . . . . . . END LEFT SIDE CLEANED / CONSTRUCTED WI11-t : : Sn/Vc 8" : `� - - : ROADWAY WIDENING 3/4 CRUSHED STONE (TYP). . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . Oi . . . . . . . .:. . . . . - - - - - . . . . - - - _�.9g°;: -- � �� - - - . . . .. . . . . . . . . . . . . . . . . . . . : . . . . . _ . . . . - - - - . . . - -:- - 313% . . . . . . : 1.40% 8 . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . Mq/N . . . . _ _ . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . `...._: . . . . . `. . . . . . . . : . . - - - - - . . . . . . . . . : . . . . . . . _. . . . . . . _T - - . . . ... . . . . . . . . . . . . . . . . .. 13 . . . . . . . . . . . . . . . . .:. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : :. . . . _ . . . . . . e . . . . _ ... . . . EXISTING GRADE 7' RIGHT : _ _ - - - - OF PROPOSED' CENTERLINE g :. . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . : 4 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . - - - . . . . . _ . . . . . . . . . . . . . . . . .: - - - - - - - - - - - - . PREPARED FOR: .. . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . _ . . . . . . . : . . . . . . . . . . . . . . _ . . . . R MAIN . . . . .: : . . . . . : .. . . . . . . . . . . . . . . . . .. . E A WINGT LLOYD ID J. . . . . . . . . . . . . . . . . . 4500 CATHEDRAL AVENUE NWXS . . . . . . . . . . . . . . . . .. . . . . . . . . . :. . . . . . . . . . . . . . = :. . . . . . . . . - -- - - - - - - - - - - - - - - - - - : . . . . . . . . . . . . . . . . .. . - - - - - - - - -- -•- - - - . . . . . . . . . . . . _ .. . . . . . . . . . . . - - - .. . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . WAS ON, DC Z 00 20016 o cn °' c`i ro o LO to � co 0 a0 co °° I: ao ai oBSC " 657 Main Street, Unit 6 s+oo 37+00 38+00 39+00 40+00 41+00 W. Yarmouth, Massachusetts 02673 00 o 17 781 659 7981 o6 r Lri 2003 The BSC Group, Inc. 7' !.MI'T OF SCALE: 1" = 20' Horizontal CFJV72NLM 1" = 2' Vertical 0 1 2 4 vERrr-AL Fr � N r00- cD � M p N M LO to CID 0) 0 10 20 40 H+or�ZOWAL FEET ai o0 o0 vi vi FILE: DWG\4892—DEF G. NO: 5432-01 �� O� Cr1vTE SHEET 12 OF 13 E DWG. N0: 4-8492.00