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HomeMy WebLinkAbout0789 MAIN STREET (COTUIT) - Health TOWN OF BARNSTABLE OfTBE p0 OFFICE OF EAMSTMM BOARD OF HEALTH MAss 9 pp,o�1639. \00 367 MAIN STREET 'FD MAY D HYANNIS,MASS.02601 August 21, 2001 William Belden RE: Definitive plan of land in Cotuit Chairman, Planning Board Petitioner: Jerome Weinberger Town Hall Assessor's Map 16, Pcls. 25 & 26 Hyannis, Ma 02601 Engineer: Down Cape Engineering, Inc. Date: June 12, 2001 i j Dear Mr. Belden: { The Board of Health has reviewed this definitive subdivision plan in Cotuit and makes the following recommendations: The developer must provide public water to each and every lot in this subdivision identified on the submitted plan dated July 12, 2001 identified as PL. BD. #789 in Cotuit, for Jerome Weinberger. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each.lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever Is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on the lot at 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 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. conover a _ s Any lawn area created must be covered by at least four (4) inches of loam. The applicant must receive an Order of Conditions from the Conservation Commission, If applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Sincerely yours, S san G. Ra@, .S., Chairperson Sum er KaufrrAh, M PH ayn A. Miler, M.D. Board f Health _ Town of Barnstable SGR/bcs Copy: Jerome Weinberger Down Cape Engineering, Inc. Town Clerk Health Department/ Cotuit Fire District Conservation Commission o-. e t TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN Date: _ 3ULY 12, Subdivision # : 78 9 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: Plan own Q/ /„ ���i,T �Q/'ri 5rct,6 L. C, //.5-4 Z h/ . Plan Date: _ t�yat� 12- Zoo 1 Assessor's Map and Parcel Number( s) : ly�ep. Zoning: F Area: 43 5G Number of Lots: Drawn By: c L,1,e14 Ca D ,e Address: Z,7y Ma 1.S7- Y/a r m a&7-�4 �, � n Phone: hereby submits such plan as a Definitive Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said land is derived as follows: _GTF Z¢,3 Z 7 t C71S ZCJr PLEASE COMPLETE THE FOLLOWING 1 . Access to the development is proposed from the following street(s) : 2. Have any of the propos d access roads been designated as Scenic Roads? yes no ' If yes, which one(s) ? Rl�//t/ 3 . The development will be served by: ✓ Town Water Supply Private Wells Town Sewers 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 /no 5. Are there: a. Any wetlands or inland water bodies on this site? yes total acreage ✓ no 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 V no 100 - 500 year fl ood plain? yes no 100 year Velocity✓Zane. yes no 7 . Is the subdivision in an Historic District? yes ✓ no 8 . In a District of Critical Planning Concer 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 no To the best of my knowledge the information submitted herewith is complete and accurate. 3N oH 5"t , o 04, s a77 q - `- 70 6 Signature of Owner Address Telephone 17 8� c�in Sfi , So 9 Cc+u;-t MA oZWS 'tad --7�}Z2 Signature of Owner 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 Board of Health: Date: Time: Signature: i TOWN OF BARNSTABLE SUBDIVISION RULES AND. REGULATIONS FORM C DEFINITIVE SUBDIVISION PLAN - SUBMISSION CHECKLIST This form must be completed by the plan preparer, signed and dated and returned with a completed copy of Form C attached and the appropriate filing fee. For the complete submission requirements see Section 3-6 of the Subdivision Rules and Regulations. PLEASE CHECK EACH ITEM: i� Two copies of the completed Form C and Form C Checklist. ✓ Filing Fee paid $ Z 40 1� One copy of the completed Form E. l� A compatible electronic file of the plan. (For more information, contact the Planning Board's Engineer) . A list of all abutters, with addresses from the most recent tax list. Any request for waivers of strict compliance p to these Rules and Regulations. Location of soil test sites and data obtained from them. Boring log and soil classification from proposed manhole and catch basin sites. Calculations for the determination of waterway openings to justify culvert and drain sizes. Drainage calculations. NA Nine copies of the Environmental Analysis Report, when / required. Engineer's report outlining maintenance. Tree map (see Section 3-1 . 6 ) EF _ Report from the Cape Cod Commission, if any. V Ten copies of the plan at a scale of 1" = 100 ' . Six copies of the Definitive Plan containing the following information: SHEET(S) A / �/ Scale of 1" = 40 , sheets not to exceed 24 by / 36" . Subdivision name and number, north arrow, date, scale, legend, and the words "Definitive Plan" . Key map at 1 1 , 000 ' Below the key map the assessor's map and parcel number(s) , zoning district( s) , zoning overlay district( s) ,and zoning area, frontage and width requirements. Names of record owner, applicant and plan preparer. JSubdivision boundaries, adjacent property. lines and abutters . Zoning district, Zoning Overlay GP and WP District, and Fire District lines which pass / through the property. V Existing and proposed streets, ways, easements, public areas, and width of paving. Names of streets in pencil until approved by the Board's Engineer. Sufficient data to determine readily the location, direction and length of every street and way line, easements , lot line and boundary line, and to establish these lines on the ground. Location of all monuments, existing and proposed. The location of any existing buildings and stone walls. NA The location of wetlands, surface water bodies. Area of each lot in square feet and acres. Area of wetlands within each lot. Net area of wetlands / within each lot in square feet and acres. Lot shape calculations noted on each lot. i f V Note: "Approval of this plan subject to compliance with covenant to be recorded herewith. ,- Space for the Board's signatures and Town Clerk's ��� Certification of no appeal. SHEET B A separate reproducible copy of the plan showing: J,//�4 Below the key map, the total number of linear feet, measured along the centerline, for each street proposed on the plan. Gross area of roads and cul-de-sacs in sq. ft. and acres. ✓ Lot numbers and street numbers enclosed in a square (the Town Engineer will furnish street numbers) . Coordinates of all property corners, lot corners, street line changes in direction, tied in to Mass . Planner Coordinate System SHEET C A separate reproducible copy of the plan showing: Location, name, legal status and width of right- of-way and paved surf ace of streets bounding, approaching, or within reasonable proximity of the subdivision. ✓ Top and toe of proposed slopes adjacent to the proposed roadway ✓ Slopes in excess of 10%, slopes with severe slope characteristics for building sites according to / the Soil Conservation Service. Road centerline stationing, referenced to the / street plans and profiles. V Existing and proposed contours at two foot intervals, extending beyond boundaries of subdivision to indicate effect on abutting property. Two bench marks. Sight distances , see Section 3-1.4 . ✓ Drainage systems existing and proposed, delineation of watersheds; water to and from the site. Erosion and sediment control plan including temporary drainage facilities. Location of wetlands and surface waterbodies, / within 200 feet of the subdivision boundary lines . ✓ Existing water mains, utilities, sewers and utility poles within and adjoining the subdivision. Separate plans and profiles of every street, showing the following data: ✓ Horizontal scale of 1" = 401 . Vertical scale of 1" = 4 ' . Existing centerline profile lines, lines of sidelines . ,✓ Finished design profile: elevations every 50 feet, 25 feet on vertical curves. Elevations related to mean sea level. ✓ Profiles and cross sections of drainage including swales, retention basins, catch basins, manholes and proposed invert and pipe sizes. The location of drainage easements and any surface water body / or wetland, and the height of groundwater. Existing walks and driveways . Rates of gradient shown by figures for roadways and drainage. Location of gas , water, sewer, electric, telephone, cablevision and other utilities including utility poles . Any conflict between existing utilities and proposed construction. ✓ Two bench marks . Cross section of roadway at 50 foot intervals showing existing and proposed grades, top and toe of slopes , pavement thickness, width and gravel base. Utilities . ✓ Spot elevations on gutters, center lines of corner soundings at street intersections and cul-de-sacs. Proposed traffic signs and markings. SHEET D A sketch plan showing the approximate layout of N A, streets of any remaining land owned by the applicant or purchaser of the land, unless a subdivision plan has been submitted to the Planning Board. Signature of Registered Land Surveyor or Registered Engineer: Company/Firm: dl.,n C-6%;:: � Address : 1V4 026 7S Telephone: S'6-9'_3X 2 _c:45'1-1 Date: G 2 a Certification: Certification # : ;2-6 -Nr RECEIVED JUL 12 2001 TOWN .OF BARNSTABLE SUBDIVISION RULES AND REGU �TH DEPBADEPTT. E E . FORM E DESIGNER'S CERTIFICATE Date: TUL`( I2, 2d0I Subdivision # : 7R g ANR To -the Planning Board in the Town of Barnstable: In pr,eparing the plan entitled: Being O.Subdwrsro,y o��C.G_ 11s42 6✓ , and dated Tuw8 Is: I A2ME CiaA.s , of company: address: q_�c�Ag�;��r.. Yo,rinourh Porn. MA..- tel: 6 _ Z— hereby certify that the above named 'plan and accompanying data are true and correct to the accuracy required by the current Town of Barnstable Subdivision Rules and Regulations and the rules of the Massachusetts Registries of Deeds, and that my source of information about the location of boundaries shown on said plan were one or more of the following: 1 . Deed from to dated and recorded in the Barnstable Registry in Book , Page CrF.. #`5 263Z5 + 24-67-7 2 . Other deeds and plans, as follows 1,.C_ . C. 115�2 �✓ 3 . Oral information furnished by 4 . Actual measurement on the ground from a starting point established by 5 . Other sources Registered Land Surveyor Name: AlWi: y 4fj v �*� 'AF1NE ` Address : 3 OJAL.A Phone: 3 No.26349 0� Registration # : Su Signature: 4L L, Professional Engineer J Name: Z 6�.��¢ �� Of Address: ' �° ARNE FL c OJALA CIVIL Phone: No. 30792 r Registration 6En 's C Signature: ISTERN - F�SS�CMAI �NG�� tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court surveys July 09, 2001 site planning Town of Barnstable Planning Board sewage system 230 South Street designs Hyannis, Ma 02 601 inspections Re: Subdivision plan filed for Deborah Weinberger #789 Dear Planning Board Members: permits On behalf of our client, Deborah Weinberger, Down Cape Engineering, Inc. asks for a waiver of the following subdivision requirements pursuant to Section 2-3.2 of the Barnstable Subdivision Rules and Regulations for the above referenced project. The intent being to maintain the rural character of the surrounding lots. Specifically: 1) That the width of traveled way be reduced to 14 ' wide. (4-2 .2 (1) ) 2) That the bituminous concrete required be replaced with gravel. (5-9.1) and the curbing eliminated Sincerely yours, Arne Ojala, P.L.S. ,P.E. LEGEND RUSHY// PEPPERCORN //�/ ____ ,GRAVEL DRIVE g, J� ExIsTM HYDRANT MARSH Y V OR,N �--- FIDE (�) TELEPHONE POLE C.B.& I.P. TT P tl RECORD CO-ORDINATES LANE PAVE DRIVE MISSING FIELD cn-oRDINAres � ------ `- � CO►iCREET OR StDE BOUND vtTH GRILL HOLE pAy T O STAKE C NAIL $E7 O WELL l �]� � DE PRIVATE OA 50' WI Q Ip. �a�+v L PEPPERCORN � ATE WAy PK HAIL SET LANE �o' MAIL BQX °0° MUCUS L, S85°32'I0'E C-B- Zl 366,19' FND. z N Dr I I R`1'0 S.B. p > ' FND. a LOCUS MAP SCALE 1 "= 1000' Li Dt 1 I C:) ASSESSORS MAP 16 PARCELS 25 & 26 3 ZONING: RF 43,560 SO-FT. - MIN. AREA ( ti C> FRONTAGE 150' MIN_ n_ 1 N SETBACKS: FRONT - 30 FT _A � R08ERT C. ELIZABET4 K. POZEN TRUSTEES FOR POZEN RFALTYTRUSI" w SIDE - 15 FT REAR - 15 FT v 3 C:, ft AQUIFER PROTECTION DISTRICT -� co rr' ZONING: RF II - - Li I I C.B. > I SET` C.B. ►�S87.02'50-E TO BE SET A o 458.22' C.B.I73.62' SET ``' N 284.6a' FD 0 p ►. L7 EASEMH4T I LOT 34 � ! 00 N 3 43,565 sq.f t. c 1.00 acres �; � CD PxP/A=18.2 LOT 33 0 y _ c, 43,561 sq.ft. II 1.00 acres L.C.B. +� PxP/A=17.4 FND. I1 q 3 � b 0 � N87°02'50`W C.B. � Q ►` o -- TI TQ BE SET 73.60' S87°02'50-E R! / 305.87' II � N o E VIEW EASEMENT ~ ? LOT 35 p 1 57,234 sq.f,t. N 0 v I I M 12�3 1.31 acres 7c3.54 -< a ►� I I ��"� PxP/A=21.1 Z ) I S Ln `a 4 A coC! io in d `'` II 75.85' deck f c ACCESS EASEMENT I I cw 60,9 T S E-r 4 50.74' c`D C.B. C.B. SET TO BE SET N87'02'50'W 511,71 ' SET 0 0 v I I GERARD C. HENDERSON DWELLING I I N II Z all II II I I t r ... Y/ LO k { TOTAL AREA OF SUBDIVISION 3.32 ACRES NO NEW ROADS ARE BEING LAID OUT BY THIS SUBDIVISION. PRECISION: 1: 45069 LINEAR/DIRECTIONAL ERROR OF CLOSURE. f N 03'-35'-39" W 0.0687' f ALL DISTANCES WERE TAKEN WITH A LEICA TCR 305 E.D.M. ACCURACY: 2 mm +2 ppm ALL BUILDING MEASUREMENTS ARE TO CORNER Y BOARDS 4.5' HIGH. f ALL STAKES ARE SET WITH NAILS. ALL CB'S & SB'S FOUND HAVE DRILL HOLES K CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE GROUND IN ACCORDANCE WITH THE LAND COURT INS TRuC?'v"�S nF 19QO nK# nQ acTWFEN APRIL '21.2001 ,.: . CLERK' OF THE TOWN AND JUNE 1, 2001. OF BARNSTABLE, HEREBY CERTIFY THAT NOTICE OF APPROVAL OF THIS ',PLAN IS',' THE DENNIS DATE ZOsi /`1 PLANNING BOARD HAS .BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF ARNE H. OJALA P.L.S. APPEAL WAS RECEIVED SDURING 'THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DEFI N. I.TIVE PLAN # 789 IN S.B. DATE TOWN CLERK FND. r DATE (COTUIT)Of APPLICATION - DEFINITIVE BARNS TABLE, CIA_ DATE OF APPROVAL - DEFINITIVE OWNERS OF RECORD: TO B E F L E D I N LAND COURT LOT 30 LOT 3� BARNSTABLE PLANNING BOARD \ / JEROM£ L_ WEINBERGER MARtAN. WEINBERGER BEING A S U B D I VISION OF LOTS 30 31 REF: CTF. NO. 24327 REF: CTF. NO. 26328 APPROVAL UNDER THE SOWDIVISION C/O DEBORAH WEINBERGER CONTROL LAW IS REQUIRED AS SHOWN ON L. C. C. 115 4 2 W 130 NORTH STREET WATERTOWN, CT. 06795 DATA: SCALE: 1 " = 40' DATE: JUNE it, 2061 40 d 40 80 90 dawn cape engineering, inc. DREE APPROVAL SUBJECT TO COMPLIANCE CIVIL ENGINEERS WITH COVENANT TO BE RECORDED HEREWITH ,f LAND SURVEYORS � H � _� APPLICANTS AND OWNERS: SLRNM 1 939 main st. yarmouth, ma 02675 ' off 508-362— 880 JEROME L• &� MARIAN WEINBERGER ti Fax 508 362-9880 f o� G / Zoa ARNE H. 0 PLS DATE JOB* 00-294 y _ _ i I a 9.7y 9.2 RUS LEGEND MARSH I I PAMII EX=NG HYDRANT TELEPHONE POLE 10.1 y w 77T' { CONCRETE OR STONE BOUND WITH DRILL HOLE d A STAKE k NAIL SET BENCHMARK '� ` p I.P. FOUND PEPPERCORN rp \ I TAG BOLT LANE \ I I LOCUS ELEV. 12.53' { / I L O WELL RO \ / I I 10.2 .f�.� 1 \ I I o ---- I 1 D.3 11.0 \ TING GRAVEL DR �' ` I'r°" I f+- 9.2 P., 'P,�Li'�7 113.'7 / WIDE 16.4 16.6 I{ j { { Cv R e - - co 16.9 e� 15.0 I + { � 3 LANE PA D DRIVE 14.1\ 1 8.9 ,� ,.$ ___ 10. 15.5 - -- , C. I.P. LOCUS MAP SCALE 1 "_ 1000' 8.8 0.0 • / / g �ti�` 16.3 16.5 "_ `,-" 1 MI ��NG a 9.6 10. 7 4+/ s / 16.3 9.9MAR - - r , 50' WIDE PRNATE�YAY � 11.26' ON TAG K T\.� I Y��6 p = / S85°32'10"E // ``; .. L BOX ASSESSORS MAP 16 PARCELS 25 & 26 O 4+98.56- _ ZONING: RF 43,560 SQ.FT. - MIN. AREA 0.8 ,� �r� ! 366.19' / / se 11 . � I SIGN I � / o L\ 1 FRONTAGE 150' MIN. SETBACKS: FRONT - 30 FT Cq 12 3- SIDE - 15 FT REAR - 15 FT 35Bc� \ ( O I AQUIFER PROTECTION DISTRICT \\ /� i o a I FND.c> NO NEW ROAD IS BEING CONSTRUCTED FOR THIS DIVISION. ra �f 12.3 a / \ \ I I y CONSTRUCTION IS TO IMPROVE ACCESS ONLY I o ct \ I { 13. 4 { Zu I \ �.�11,E a •, { o { ROBERT C. & ELIZABETH K. PO N TRUSTEES FOR IROZEN REALTY UST \ I a / x co 9.4 I C.B. ,Q pU \ ti / \ 13 91 co I 14.1I SET �v \ Lor z 14.4 `�' ��' 1 C.B. L 1 w <V S87° 2'50"E I SET 5.00 0 458.19, a o �173.61 C.B\ SET 5. �"z14. 14.E . IAE6.4 14, DRA EAS MENT Il{ I 1 t, / 1 I { 1 STR OT NUMBER 54 LO ELL ROAD. \ x 6.4 / STREET NUMBE 1751 MAIN ST. ` w� �Q _ \ / / T ,3.¢ o _ o I 1 16.0 { c� { 5. m 43 56 :ft. L , 4 L� \ 16.2 � � . � x � � ` 1.00 'acres rt --+ ' 15.3 k 6.4 o r3 { � s1 S .ft. _ f 1 1 ` / _ , q co PxP/A-18.2 ' .3 \ ' 16 3 _ L.C.B. 1 � x .00 acres � ;; � ' 16'.Ejr- 1 1 1 - 1 I ND. . I _ / PxP ,A 17.4 �. f 17.6 1 { { b 16 _..3- c c� C.B. N87 02 50 1 �• T` ____ SET \ n T1�3.60' S 12 2 7 8\ 5 Q 1E ix r� 7 TOPOGRAPHIC INFORMATION FROM FIELD LOCATION BASED ON � 1 r� 1 9,. TOWN F R SA G.I.S. 9 I 30 BENCHMARK FROM OW 0 BA N T BLE MAPS. NG D2 i \ � 5.87 � ( ) - lql MUNICIPAL WATER & UTILITIES ARE AVAILABLE ON MAIN STREET & \ I x 1 181 J.4 ti _ ti / / -- �o \ ar THE NORTH SECTION OF LOWELL ROAD. 176 \ STREET NUMBER 176 MAIN ST. '� / r7 / { REFERENCE L.C.C. 11542W, LOTS 31 & 30 VIEW EASEMENT � PLAN RE E 192 QC \ 18.0 f T X \ ! 19.4 .[.ri '� a7 aJ co � 4 s .ft. o fo / 5�1.23 q / 4 19.�r g.� i / 1.31 acres p I c+� '� <1 cQ i _ /` �;; THIS PARCEL IS IN FLOOD HAZARD ZONES B & C � °� PxP A-21.1 th m G x o, i / / © a I8. 19. I BARNSTABLE -COMMUNITY PANEL i 5 cn �, I e 250001-00022 D REVISED JULY 2, 1992. 18.6 / 8.9 f( o 1 �- 15.9 Y:o' AREA OF PROPOSED LOTS 144,699 SF (3.32 ACRES) 9 / � f q SITE IS NOT IN A HISTORIC DISTRICT I // Shop SITE IS NOT IN AN ACEC 19.51 19_ 7 \ / F r r - ,J LOWELL ROAD IS NOT A SCENIC ROAD 1 5.8J \ �O deC1.7j X1 SITE IS NOT IN A DCPC 19.6 0 -- A 15 1 SITE IS NOT IN A CRITICAL HABITAT PER APCC ATLAS 0 6 g� \ CP\ C.B� 0.97 �, \ \ SET \ \ x - 450.74' ` \ S h TL� T B p� S LTL� Lam► T 19.9 20.7 C.B. SET TI E OG 1l L' 1.' OF RECORD: - '� ` _ _ T 'OWNERS 9 � SET N87°02 50'W \ j + .48 r �,.8 � ACCESS EASEMENT LOT 31 2 2.2 u� \ 511.71�\ ___ V SUBDIV. # 789 IN -7 MARIAN. WEINBERGER o\ \ \ I \ \ REF. CTF. N0, 26328 o \ o { ., LOT 2s / d. \ G:I:S. BENCHMARK 5.30 / GERARD C. , 1� CJ l 1 BARNSTABLE11 1�'M LOT 30 / HENDERSON \ _ 1 1. /22. R f \ \\ JEROME L. WEINBERGE � \ _ BENCH RK - �' ON TAG BOLT \ REF. CTF. N0. 24327 jxJ21 .8 J \1 C/0 DEBORAH WEINBEPNGER DWELLING SCALE. 1 " = 40' 130 NOR TH STREET w DATE: JULY 1 1 , 2001 WATERTO�. CT. 06795 r! o FND. �+ J 40 0 40 80 120 o 21,8 z C.B. `AN OF ip Ark VA OF down cape engineering, inc. .L" MISSING o��� �Ne o� CIVIL ENGINEER s pl .26348 s.. I; LAND SU RVEYORS � � E4� 'il,, IsT / � RECEIVED ARNE H. OJALA ATE 2675 939 main St. Yarmouth ma 0 off 508-362-4541 JUL E o APPLICANTS AND OWNERS. UL 2 2001 fax 508 362-9880 _ _ T OWN OF BARNST OME L. & MARIAN WEINBER GER T �I HEALTH DEPT. x 21,0 - J�1� #00-294 SHEET 2 OF 3 J - GEUD -- P-ROPOSED CONTOUR — — 16 — EXISTING CONTOUR OVERHEAD ELEC. TEL. POLE O PROPOSED CATCH BASIN EXISTING HYDRANT _ I \ CONCRETE OR STONE BOUND \ m 50' WIDE PRIVATE WAY 02 ++ - 1 L.C.C. 11542W l I \ LIMIT OF CONSTRUCTION \ n I BENC ARK I I REMOVE UNSUITABLE MATERIAL AND REPLACE WITH PROCESSED GRAVEL _ x / j� T _ I TAG B LT I �? \ �-12 `� �� / `" O �LL ! T� - ' I ELEV. 1 12.53' / / EXISTING ��D I I / — — — Ij � EXI 50 WIDE PRIVALTE WA ,_ 17 J J 16 — —' EXISTING 'GRAVEL DR" 8 WIDE� / xz� ` STING GRAVEL DRIVE g � � I — WIDE — I 00 BENCH?tARKr`—.... ,y — — — — `1�` \ 1 + I C. 1.P. — -� . I / I I MI AI I G 11.26 ON TAG BOLT PAVE 131.28' S02*5 -7�0"VIr \ 1 / o j . REMOVE UN -� ) �_ 0+ 0 300.00 C.B. 120.15 S.B. . T- B i IT I d I 1 rye �`1 NE LE MATERIAL , . LEA H PIT\ 4 F STONE S02°57'10"W FND. � 1 C$2��. i � / �' AND REPLACE l "" __ •r 1 1 ✓�'\•1 �. MATCH •8S / WITH PROCESSED ; ::.. PA D ATON: 900 SF OF BIT. ASPHALT ( � lI i -2 z i 12 SLOTTED"-N�20 HDPE CPP \ LINE iy�i i / GRAVEL ` 2 BINDER, 1 TOP OF MASS DPW TYPE 1-1 ON 12 c�wvr� I�' \� o o AD - N12 OR EQUAL \ �t�+9a 5 — f ����,� _ _ S85°32'10"E 00 \ o I o SEE DETAIL A-A I — 16 / \::`.;; M�►IL BOX t'! Y'� '366.19, i of.' l +& SIGN t VIEW EAAMENT ? s O' \ o C.B. a 0 BIE MOVED C.B. I FIND. J N/F ROBERT C. & ELIZABETH K. POZEN TFRUSTEES FQR POZEN EALTY TRUSS H 20.00 R SE 1 I �\PRO 0 D �`STREET SIGN 71 PLAN VIE w: 0 � � 0 40 , 20 0 40 120 Feet _ O W tx ZN OF Of � AFM� or'��` AANEOil H 1 gVIL o d1ALA N HIGH PO ELEV = 16.8 qo aort>Iat 0.26348 0 LOW POINT EIEV _ 10.5 HIGH 'POINT STA = 2+43.8 LOW POINT S - 4+79.03 P g$3 10 PVI STA = 4+55.50 PVI E V = 20.4 PVI ELW = 10.8 PVI ELEV = 9.9 A.D. -9.87 A.D. 2.87 A.D. = 6.80 K 29.37 K = 34.79 K = 1 .71 290 00' VC 100. 0' VC EXISTIN ' off 508-362-4541 LO uo Cr) ' 20 fax 508 362-9880 Cf) 18 o . o . - 18 down cape engineering, inc. P LINE u�j W d' U f/� U C/) � U 1 1II UVjU U �fis CIVIL ENGINEERS 16 - _� o i� co LAND SURVEYORS 14 J4 14 939 main st. yarmouth, ma 02675 1 8p9e 12 - Tow"" - -- -- w � � 12 s�10 10 PLAN AND PROFILE - 12.00�; SUBDIVISION #789 8 — e TO ACCOMPANY DEFINITIVE PLAN 0 OF LAND IN COTUIT (BARNSTABLE) MA 6 _ �� _ — � --� �— _ � _ `--- - - PREPARED FOR { 4 � 4 w PROP05 D CENTERLINE JER OME & MA.RIAN WEIN.BER GER GRADES ('(YP.) d o 2 2 In 0 - v to 6+69.82 DAB ELEv 0.0 DATE : 7 -- 11 -01 �U SCALE : AS NOTED a, - co co Lnco r` o � o � � � '-, � oc t` C o � .-, t- '., � mo 0 �, o to or. Q --+ M � � � r, N � � ►n , o «a co co � >~ � � � . ,.. 00 o RECEIVED T C� o o C\i co m LO ri o rn m co co � ,ri �r �;1-4 1.1 C'� C- C�2 ,� .-, o c� C12 r, d' ,_, ao co W tp ri .-+ rn JUL 1 2 2001 �.., 9+00 $+00 7+00 6+00 5+00 4+00 3+00 2+00 :1+00 0+00 Ur 0^ttNSTABLE SHEET 1 OF 2I HEALTH DEPT. PROFILE SCALE: 1" = 40' HORIZ. #00-294 SCALE: 1" = 4' VERT. PROFILE O —' 94 �_.._ .. ..-_' _ -_----.-- _.-__.__ '. ''..I Ali i I -- ..v-•...•.. -_.- -. 2'-10" V SOIL LOGS 26" 6-01 32" ENGINEER ARNE 2OJALA (DCE) WATER LEVEL FROM G.I.S. MAP - 4.5' N.G.V.D. 0" LOA Y 14.E SAND NZ DRAIN a 1/s~ 2.5YR5 4 I I [Till 0000❑ ~ 2- I ❑013110000 I 22 E 24" MEDIUM OC�C]CI0000 13-I SAND /2 00000000 (2) 1"0 VENT HOLES 10YR6 h. I = I ❑000000❑ MANUF. LeBARON, BROCKTON, MA 6' B o MODEL: LK 110 I w I 0000000❑ WEIGHT: 475 LBS MEDIUM 0000OC100 SAND C I 00000000 1 oYR4/4 ' z ' TYPICAL ACCESS COVER 1 <+ SCALE: 3/4" 1'-0' 20" 14' CLEARED WIDTH MIN. C MEDIUM , _ °o 1 PLC CWJM,W 8TT!! MUM COYP ACTM COURS E SAND & MAIM I GRAVEL O A�� 2.5Y5 6°o°o °o°o°o°o °oo° °o~RAM . ANa GRATE o ° o 96X V n VW PY4000R TM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3% CROWN 3% CROWN o 00000 0 o O o 0 0 0 0 0 0 0 vtVMMTM10UML SCALE: 3/4" 1'-0" NOTE: WIDENED SHOULDERS 12" RE-PROCESSED ASPHALT GRAVEL IN (2) 6" LIFTS MANUF. LeBARON, BROCKTON, MA WILL REQUIRE ADDITIONAL CLEARING MODEL: LF 248-2 IN MANY AREAS. WEIGHT: 480 LBS i` C*�,� 6' UTM 72" 8.6 N0 WATER PROPOSED GRAVEL CROSS SECTION TYPICAL SECTION SHOWING MINIMUM CLEARING NOT TO SCALE 50' ROW SHHOULDER 3:1 MAX. CUT 14' GRAVEL WIDTH 4' SHOULDER 2" OF 3/4~ CRUSHED STONE 3:1 MAX. CUT ROLLER COMPACTED in GENERAL NOTES: &.` LOAM AND SEER 3X CROWN 3X CROWN ALL DISTURBED AREAS (TYP.) 10" PROCESSED GRAVEL ROLLER COMPACTED 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR CAUTION: EXISTING WATER MAIN IN ROAD 3:1 MAX FILL EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. \3:1 MAX FILL NOTIFY DIG SAFE AND ALL UTILITIES 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. TYPICAL 5ECTION T�I�U ROADROAD3. VERTICAL DATUM IS NGVD29. ABUTTING HOUSE LOCATIONS APPROX. FROM G.I.S. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED, NOT TO SCALE 5. 6" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS. 6. PLACE FILTER FABRIC BETWEEN FRAME AND GRATE UNTIL ROAD FINISHED AND SHOULDERS ARE STABILIZED WITH VEGETATION. �1H Of 7. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. q�at� y ��P`��1 Of 8. INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS. DRAINAGE ELEVATION SCHEDULE: -w AR ONE Gr, o� ARNE MIRAFI 140N CIVIL STATION STRUCTURE RIM ELL.` INV. IN INV. OUT TOP STRUCTURE EL.. 3 Na M CA OJALA y FILTER FABRIC 263 OVER STONE 4" PEASTONE 4+79.03 7'RT. CB1 10.350 - 7.63 9.63 �'or CISTER�� 12"0 SLOTTM H-20 4+79.03 71T. CB2 10.350 7.53 7.43 9.53 � 0 A �� � Nac LANo oQ CORRUGATED HDPE PIPE 6+69.82 7 LT. LP 1 13.65± 7.43 7.43 9.43 ................................ ADS-N-12 OR EQUAL N 1 12" I .7 -1. DOUBLE 6+69.82 54.6' LT. pipE - 7.43 7.43 - . ; WASHED STONE • ` O i PROPOSED ROAD IMPROVEMENT NOTES. .. .. :. EXISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14',START off 5o8-3s2-454t STARTING FROM THE END OF PAVEMENT ON MAIN STREET AND fox 508 362-4 41 ENDING AT STA. 5+00 AS SHOWN. 80 TRENCH CROSS SECTION CONSTRUCTION TO CONSIST OF: SECTION A-A down cape engineering, inc. 1. SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING ►� NECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND RELOCATION AND SHOULDERS. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE WIDEN 14' ROAD TO 18' AT BASINS AS SHOWN CIVIL ENGINEERS NECESSARY CUTS AND FILLS TO OBTAIN SUITABLE SUB-GRADE. 18' LAND SURVEYORS TREES SHALL BE CLEARED TO 14 X 14 MIN. AS SHOWN ON SECTION. WIDEN GRAVEL AT BASINS. PITCH TO DRAIN 2. INSTALL CATCH BASINS WITH CONNECTING PIPE AND CONNECTING LEACHING TRENCH & PIT. CAUTION SHALL BE UTILIZED AS UTILITES 24 o H-2�gy Xp_QR'9'Q EMS 14' CENTER To CENTER 939 main St. yarmouth, ma 02675 ARE ALREADY INSTALLED IN THE ROAD. COORDINATE 0YP•> \ 2' X 2' a"FLANGE ANY REQUIRED RE-LOCATION OR SLEEVING WITH APPRPRIATE VENDORS. MIRAFI 140N \ 6" LOAM AND SEED H-20 F&G'S FILTER FABRIC 12* SEE DETAIL ADJ. BLOCKS ALL DISTURBED AREAS (TYP.) TOP STRUCTURE MORTAR ALL COMPONENTS PLAN AND PROFILE OVER STONE 24"I.D. H-20 RISER SEE SCHEDULE FOR EL. SEE SCHEDULE FOR EL REQ. 3. INSTALL 10" OF PROCESSED GRAVEL MDPW SPEC. M1.03.1 AND 2" OF 3/4" CRUSHED STONE AS REQUIRED. -\ �') 3% CROWN ROLLER COMPACTED IN (2) LIFTS TO 95% MOD. PROCTOR DENSITY. FABRIC OVER 4" MIN. PEA ONE INVERT LEVEL 12"0► CPP SEE ROAD SECTION THE GRAVEL SHALL BE PLACED TRUE TO THE LINE AND GRADES INDICATED ON THE PLAN. AT EL. 7.43 PITCH VARIES SUBDIVISION #789 A ROUT (TYP.) BLEND ROAD GRADES TO MATCH ALL EXISTING DRIVEWAYS. CAP H-20 DEEP SUMP 4. 6 LOAM & SEED SHOULDERS AND ALL DISTURBED AREAS NOT GRAVELLED. END OF ; DRILL (2) 1" loon GALLON PRE TO ACCOMPANY DEFINITIVE PLAN 5. ROAD SIGNAGE AND FINAL CLEANUP. PIPE 5'X6'v SLOTTED HDPE HOLES CATCH BASIN , NOTE: ACCESS TO ALL HOUSES TO BE ALLOWED BY THE CONTRACTOR AT ALL TIMES. H-20 WITH 6' WIDE & C.B. TRAP) \\\ ( ') °D OF LAND IN ICOTUIT (BARNSTABLE) MA •Mw.""n."unouooa pn".�unnwennnn.,~wu u~"nuuu"i"�unnnuuun.nunmm�nunon ....... nnuuna..... may.m..o�"unau�..�n \ CONTRACTOR RESPONSIBLE FOR ABUTTER NOTIFICATION AND COORDINATION OF ACCESS. SLOTTED HDPE / 600 GAL. 2' DEEP 12"e CPP INVERTS LISTED WITH 6' WIDE LEACH PIT e 3/4" - 1 1/2" LEACHING ELBOW 12"o H-20 CLASS 5 RCP SEE SCHEDULE PREPARED FOR 2' DEEP WASHED STONE TRENCH COMPACT AROUND PIPE NOTE: CLEARING/GRUBBING, LEACHING n SEE SECTION (GONG. REQ, NO SUBST.) DRAINAGE AND GRAVEL INSPECTIONS REQUIRED. 24 HOUR NOTIFICATION TO ENGINEERING DEPT. REQUIRED. TRENCH COMPACT ALL PrrCHES VARY SEE SUBDIVISION REGULATIONS FOR REQUIRED INSPECTIONS. SEE SECTION BACKFILL TO 95X MOD. PROCTOR DENSITY ELEVATIONS As LISTED JEROME & MARIAN WEINBERCER 3/4" - 1 1/2" 6" STONE UNbER BOTTOM STONE IN DRAINAGE SCHEDULE EL. 6.43 6'-8'X6'0 6' WASHED STONE 4' AROUND PIT H-20'OEEP SUMP NAL PLATE (TYP.) 1000 GALLON PRECAIST CATCH BASIN (TYP.) DATE : 7-11 - 01 SECTION THRU DRAINAGE SCALE : AS NOTED NOT TO SCALE SHEET 2 OF 2 99-372 100 - 294