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Home My WebLink About0060 ABERLE WAY Ctl' I , vv '-.0(Y,9 1 , . . .-'''''''\.t.i.,,' ii, . • • • • • • • • • • 1 • • A �"s 1f1,. Town of�Barnstable__ g _.. I ; Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept lb `� Posted Until Final Inspection Has Been Made. ]P,prji 1}- 1'4ma+� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. I �l.•Jl JL tL Permit No. B-20-1176 Applicant Name: William Riley Approvals Date Issued: 06/03/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 12/03/2020 Foundation: Location: 60 ABERLE WAY, BARNSTABLE Map/Lot: 257-010-005 Zoning District: RG Sheathing: Owner on Record: PULIT, KAREN L& DANIEL J TRS Contractor Name: WILLIAM A RILEY Framing: 1 Address: 280 JOE THOMPSON ROAD Contractor License: C,S=069UU4 2 WEST BARNSTABLE, MA 02668 $ Est. Project Cost: $37,000.00 Chimney: Description: Installation of 18'x 36', rectangular,in ground pool. r Permit Fee: $ 175.00 Pool to be surrounded bya cast aluminum fence,4'off edge of i Insulation: pool. E Fee Paid: $ 175.00 Date: 6/3/2020 Final: Project Review Req: , � -' � Plumbing/Gas Rough Plumbing: _ . ,�, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I ( Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Person ratting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: '� f- All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT , co." . Town of Barnstable Building s Post.This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 14. Permit . %i Posted Until Final Inspection Has Been Made Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2102 Applicant Name: William Riley Approvals �� Date Issued: 09/13/2019 Current Use: Structure b�al deed-. Permit Type: Building-New Construction- 1 or 2 family Expiration Date: 03/13/2020 Foundati n: ii f w ✓.. Residential ®a / zo Map/Lot: 257-010-005 Zoning District: RG Sheathin: ,�y�c /`o I Location: 60 ABERLE WAY, BARNSTABLE Contractor Name�,,,WILLIAM A RILEY Framing: �s�� Z� Owner on Record: RILEY,WILLIAM A&POLIVY, KENNETH D. Contractor License: CS-069004 2 Address: PO BOX 212 Est. Project Cost: $ 1,075,000.00 Chimney: BARNSTABLE, MA 02630 Permit Fee: �y t, $5,607.50 "/ R,lex5I--- Description: Build a 4 bedroom,4 1/2 bath Cape Cod Farmhouse Insulation. Fee Paid:t $5,607.50 Project Review Req: Zoning aproved by Brian Florance Via Buildibility letter Date: ,'' 9/13/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within^six months afterEissuance. • All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. r --` °0•1 ` Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: . / 1.Foundation or Footing r 2.Sheathing Inspection „T - ., Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: • JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 a-matt:John@jwkesq.com BUILDING DEPT. July 17, 2019 JUL 25 2019 Edwin Bowers TOWN OF BARNSTABLE Building Inspector (°) Town of Barnstable 200 Main Street " Hyannis, MA 02601 RE: Lot 6 on Plan Recorded in Plan Book 651, Page 49 60 Aberle Way, Barnstable, MA Dear Mr. Bowers: I have been asked to render an opinion as to whether the lot shown as Lot 6 on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 651, Page 49 (see copy of plan attached as Exhibit A),having an address of 60 Aberle Way, Barnstable, Massachusetts is a building lot for zoning purposes. Based upon the following, it is my opinion said lot is a buildable lot for zoning purposes: 1. The lot is located in the RG Residential Zoning District; 2. The current Bulk Regulations for a buildable lot in the RG Residential Zoning District are: Minimum Lot Size 65,000 sq. ft. Minimum Lot Frontage 20 feet Minimum Lot Width 200 feet 3. Lot 6 meets the current Bulk Regulation requirements for a buildable lot(see discussion of Lot Width in paragraph 5 below). '4. Lot 6 was created by a Definitive Subdivision Plan approved on September 9, 2013. In the Notification of Approval of Definitive Subdivision Plan it was noted on page 1 Zoning that"all of the lots meet the minimum lot area, lot frontage, lot width requirements for the district they are located in and all conform to the lot shape requirement. The lots as delineated meet zoning requirements for developable lots:" (See Notification of Approval of Definitive Subdivision Plan with copies of ' Definitive Subdivision Plan attached as Exhibit B). 5. Section 240-128 of the Barnstable Zoning Ordinance allows an owner to "establish his own setback line at a distance greater than required, and the lot width may be determined at the setback line so determined." (See copy of§240-128 attached hereto). This method was used to determine the lot width of Lots 5 and 6 on the plan recorded in Plan Book 651, Page 49 (see Sheet C of the plan attached to Exhibit B). 6. Lot 6 is abutted by, and held in common ownership with Lots 4 and 5 on the plan recorded n Plan Book 651, Page 49. Each of these vacant lots were created by the same Definitive Subdivision Plan Approval and meet the requirements to be a buildable lot in the zoning district within which they lie. 7. The only other abutters to Lot 6 as shown on the Definitive Subdivision Plan are the Town of Barnstable Conservation Commission(see Deed recorded in Book 4939, Page 172 attached hereto as Exhibit C) and the Town of Barnstable Land Bank(see Deed recorded in Book 12866, Page 225 attached hereto as Exhibit D). I have run the title to each of those parcels and there has been no change in ownership to date. 8. Massachusetts General Law Chapter 40A, Section 6 and Section 240-91E of the Barnstable Zoning Ordinance protects lots created pursuant to an approved Definitive Subdivision Plan from change in the Zoning Ordinance for a period of eight (8) years from endorsement. Lot 6 is still protected by the "plan protection period," and is a buildable lot for zoning purposes. If you need additional information, please do not hesitate to contact me. This opinion is being delivered to you solely in connection with the aforementioned zoning purposes and may not be relied upon by any other party for any other purpose without my prior written consent. Sincerely, /4! ohn W. Kenney, Esq. JWK:dac EXHIBIT A • I' BEARING/DISTANCE LEGEND A _ NOTES: • '� �. - • , LOT LINES NB304'3tE 127.23' T.STONE WALLS COSTING AROUND LOT PERIMETER NOT TO DE w FASELENIS AB375,0T ME, DISTURBED,ANY INTERIOR STONE WALL ADJUSTMENTS i0 BE APPROVED BY OW TWOS HIGHWAY HISTORIC DISTRICT AS APPROPRIATE. • 2 SEE WAIVER LETTER RUED WITH PLAN.WAIVERS FOR ROAD. •- PAVEMENT%DK REQUESTED TO MAINTAIN RURAL CHARACTER RAILROAD S 3.S-FORM REWIRED,MAINTENANCE OF ROADWAY TO BE PO'.6 u SNARED BETWEEN HOMEOWNERS'THROUGH MONO AGREEMENT N IN HO11EOwKR3 ASSOCIATION DOCUMENTS. - G�_� TOWN WATER PRWOSW. BWB -- 5.ALL PROPOSED DRUM TO BE UNDERGROUND. ELFIN.4, LOCUS 6.APPROVAL OF DOS PUN SUBJECT TO COMPLIANCE WITH A Li' ��f�•Ie-�' MASS E•O.T.C.s COVENANT TO 6E RECORDED HEREWITH. -` J.MERLE WAY ROAD LENGTH:560'FROM SIDELINE RT BA fmLYYDN'c&oHY"BRAaNRt(R TO CENTER GC VINEYARD 0E-SAC. RAILROAD B ND� yes ELECTRIC NMPAN ) 6 4f NBSTM'SYE �--, 10238' UNE NOT A PLOITABLE OESSOPTIW. ,In 00 MC( LOCUS MAP SCALE 1'4 2000' E.U.SIr FASEMDVr �R.I79.R9 '`��`•�' LOCUS MAP Ll3 NPB]TIOT'ACTHSCALE 1..2000't /�5'SIGN)(/NF NAM'RNANCE E.SENMZ LEGEND Rs1A a ROUTE a(MAN STREET) PARCEL ET) ry.30 MOO / L.88.81' AREA OF PROPOSED ROADWAY:30.1234 e4R SF FND L./S 15' `R=1)9.89 ,` �px UTILITY POLE AREA OF PROPOSED LOTS 3)25504 SF MAP 25)PS.5 Le)0.09' n SUBDIVISION TOTAL AREA 4020734 SF OR 9.244AC J518/0]5 MHg R.I64.89 �` 1 FIN`."r WY WARE LOCUS IS MINN FEUD FLOOD ZONE C AS I 0 .33.s4'CIA B•.'�• ® SEWER MAN HOLE COVER SHOWN ON COMMUNITY PANEL/25N01 _ `Y' 00030 DATED 7/2/T992 O 0..?Wy\ 45{E, a 2SD0 ,` WATER SIGHT OFF VALVE - �4« 49 ytiA \+la,'v 0A CONCRETE BOUND(rIP.) • 1R HYDRANT ZONING SUMMARY p5 e*d LOT 2 �```� TRAFFIC/STREET SON LOCUS IS LOCATED IN ZONING DISTRICTS RF-2&RG D.SE' 2.izsr 5E ," rt.4O7T. • ZONING DISTRICT:Ri-2 RF9DERML p5110CT 11 Y�3'pH R.25.00 44.11$SQ.(L U EXLSTING BOUN0 MN.LOT SZE 43,560 SF. 7' 4rl,:d~ .d ua.e • r 9cNr LANE' wN LOT FRONTAGE 20• 7?'0 AA9.57 0j YAMIENAVCE E SELENZ vH. SHAPE FACTOR.USA • • Y PROPOSED BOUND MIN. LOT 30' r ASe Y3(x A.''.., a,.. �O'STONE WALL MIION.ODE SETBACK 15' . V N 2,4$ MIN.REAR SETBACK IS 300' 4 1 Ua MAY.BUINWG NOWT 30' E105T.HOUSE Y A` 2WINO DISTRICT:RN RESIDENTIAL WST0CT IRK LOT STX 65.000'•j J4 WV al SA EACH IS y�691'( 1, LINE TABLE MDL LOT FRONTAGE 207• Si. 7 LANE LENGTH BEARING 1pR LOT WIDTH 200' ••• O \5� • '3 Vyt•• Li 36.42 '2002'41' P700 SMACK SC `Y'.L L3 33.62 6729'20. SIDE SETBACK 5' IN'4W 1� VOL REAR SETBACK 5' AU 53.64 11OIB•59' YAX BVRDING HEIGHT 3O ``;.,, LOT I Ewsr.s>im - i••>•. L u z.$) •:,4 44.943 S ft. 101 , j •N'`Y,A� u 34.93 S.H'13']4' 511E 5 LOCATED MTION TIC AP WATER is V. .03 oai TL SHAPE FACTOR.I6.0 CURVE TABLE PROTECTION DISTRICT '9• �'E9i, LOT 4 CURVE LENGTH RADIUS S1E 6 HOT S P00D YATIOR A STATE n'p i Cl 1).31 52.50 ZONE 6 WATER PROTECTION DISTRICT 4'. A J•y �54,;31 SQ.ft. SITE IS LOCATED MTHM THE BARNSTABLE S. .26 aaa, CO m.99 52.50 FIRE DISTRICT `♦ � 3 SHAPE FACTOR.17.6 STE IS FLOATED 1196DIST THE OID KINGS CT • • ® SBri6_'0T SerasaT OWNER/APPLICANT OF RECORD y •.,4 ? ,�0�' y SS)r vJ6�.e!•i�y • / • WRlYl1 A RILEY ET Al q �'• $ '$+ C\Y �d.S C/O*RUM A RILEY �+ 6 I. o.•`'off eA '' I. \. ,i,... Po BOX 2120 Po IN • 4$�3 2. \ BARNSTABLE,W.02830 p§p " • LOT 3 /. REFERENCES .f_ `ry' •\ \ u PLOP BOCK ITS PAGE 11), • • • 51,391 s (t. �v�• > \ / 'J,PA RAN BOOK 50 1 5) 1.18 oaq. 4a 5 M119 ? \'^_ •^ HIGHWAY LAYOUT 135J SHEET 3 SHAPE FACTOR.tS4 Y .D 3 9 \m DEED BOOK 26616 PAGE 245 yrL9 • R 1)0.00 /g\V.T • CB-CB,i5,.. \ 5. TT ,`'Tf L.t5.80 5. .4 s Wti \ R 52.50 W R.130.° y / R.29.O0 ( . ED 00-- a /. 4/17 A.\y0H /� 0 11 � .2/ / �9 2,H$<q,q e� O N 4,�w. , R.25.00(Ar �d 9' / O. R.5250 �' • s II •O / 1 5T'ti1 .BB.BJ'O.A • FOR REGISTRY USE O 8�10M1 S `7; M5230 • • •/ `�c AO5 w `\4 P c L u. � DOUT7 o SELF I t BARNSTABLE PLANNING BOARD /'/ y, �g4 a� <p \4 L�3 �') \�0 APPROVAL UNDER]NE SLSONTSION / 1�• , '.]B.ww✓✓ 'a 3 v�' COMM LAWt /S R£OUIREO / a R.5250 ` DINE:/D 0 9 o.vs. MAINTENANCE • s • LOT 6I* I W.t• 87,314 sg.ft. •••� i 8 zoo owq. ,1 4 SHAPE FACTOR.20.5 • LOT 5 90,055 sq.f(. • 207 eoa • •" SHAPE FACTOR.19.0 • ANR 020(, CLERK OF THE TOWN OF BARNSTABLE.CERTIFY THAT 4 �G' 11E NORGEFFI Oi APPROVAL OP TN15 RAN WAS RECEIVED AND RECORDED y IN DOS OCE AND THAT N0 NOTICE Of APPEAL WAS RECDVED DURING .Y V • THE TWENTY DAYS NEXT FOLLOWING THE RECEIPT MID RECORDING OF ,S.A - SAID NO TICE�� //�/ ‘, ,� .o� .v`51' ' '�GLERK"I�'4 ` "C •.. • •`sue • DEFINITIVE PLAN OF LAND IN '`DN BARNSTABLE, MA #2519 MAIN STREET s RILEY SUBDIVISION • 0d I NW'a Baby 45,LNT SUBDIVISION*822 1. way " - .11 fi sPREPARED FOR SO" O . 1 � 5WILLIAV A. RILEY THAT EST N IN • ACCORDANCE .zf t 1".REGULATIONS EFFECTIVE JANUARY 1, 0. 1. off 50B-362-4541 DATE: JUNE 10,2013 19]6.AND AS AMEN•?•.,.-:'Y), REVISED:AUGUST 27,2013 MR ," I E9x 5013-382-9880 6oWTQo96.Qom 0 fdown cape engineering,Inc. ` � civil engineers Sodcr.a• 8 z-r(' I 0� 1^ryI� land surveyors SOi Y 939 Moir?5(reaf(REa 6A) DATE DAIOEL A 01MA.PIS YARMOUZHPORT MA 02675 6DCE F12-240 12-240 mom.mown bfi►-1G°) EXHIBIT Bk 27327 F _L6 a a y ME Town of Barnstable Growth Management Department Planning Board 200 Main Street, Hyannis, MA o2601 www.town.barnstable.ma.us/Planningboard Notification of Approval of Definitive Subdivision Plan Subdivision Plan#822-William A. Riley—Aberle Way Plan entitled"Definitive Plan of Land in Barnstable,MA#2519 Main Street Riley Subdivision"prepared for William A C)` Riley,dated June io,2013 revised August 27,2o1.3,and consisting of 5 sheets. tBackground: On June 20, 2013,an Application for Approval of a Definitive Plan was filed with the Town Clerk and with the Planning Board by William A. Riley and Kenneth D. Polivy. The plan proposed the division of a 9.24-acre parcel addressed 2519 Main Street(Route 6A), Barnstable MA into a 6 lot subdivision. In October of 2012,an application for Approval of a Preliminary Subdivision Plan was submitted to the Planning Board for the subject property. However, a motion to approval the preliminary plan with modifications and conditions did not carry and approval of the preliminary subdivision plan was not granted. The subject property fronts on Main Street(Route 6A)in Barnstable Village. It is located on the southwest - side of the railroad overpass on Route 6A. The parcel is wooded except for the north-west corner that is developed with a single-family dwelling, built circa 1750(commonly known as the'Elijah Loring Sr. House'). There are historic stone walls defining the perimeter of the parcel and a few scattered inside the subdivision site. 1 The property is bounded by Town Conservation and Land Bank property on three sides. The Barnstable West Barnstable Elementary School is located approximately 62o ft.to the west of the parcel. The property is not within a Groundwater or Wellhead Protection Overlay District nor is it within the Resource W Protection Overlay District. It is not within the Zones of Contribution to Saltwater Estuaries. It is not in a designated Habitat Area of the Natural Heritage Endangered Species Program and not within a Significant Natural Resource Area as identified by the Cape Cod Commission.There are no known wetlands on the site. The parcel is within the Old Kings Highway Regional Historic District and the existing dwelling,'the Elijah Loring Sr.House', is cited as being a contributing building to the District. The Subdivision was assigned No.822,and is commonly referenced as"William A.Riley—Aberle Way". Zoning: The parcel is located in the RF-2 and RG Zoning Districts. The RF-2 District has a minimum lot area requirement of 43,56o sq.ft.and the RG a minimum of 65,00o sq.ft. Lots No.1, 2,3,and 4,are in the 1-acre RF-2 Zoning District and the back two lots, Lots No.5 and 6,are in the 1.5-acre RG Zoning District. Lot No.1 is delineated around the existing dwelling that is to remain. All of the lots meet the minimum lot area,lot frontage, lot width requirement for the district they are located in and all conform to the lot shape requirement.The lots as delineated meet zoning requirements for developable lots. I,' Notification of Definitive Subdivision Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way • Applicant: The Applicants are William A. Riley and Kenneth D.Polivy. The Applicant purchased the subject parcel on August 24, 2012,as evidenced by a deed recorded at the Barnstable Registry of Deeds,in Book 26616, page 245. William A.Riley has a mailing address of P.O. Box 212, Barnstable, MA o2630 and Kenneth D. Polivy mailing address is 12o Gordon Road,Waban, MA 02468. Certification of Plans: The plans were prepared and certified by Daniel A.Ojala Registered Land Surveyor and Professional Civil Engineer of Down Cape Engineering,939 Route 6A Yarmouthport, MA 02675. Mr.Ojala also represented the subdivision application before the Planning Board. Attorney John W. Kenney was also present during the hearings and participated in the presentation. Waivers: In accordance with the Code of the Town of Barnstable,Subdivision Regulations,§801-5 Waivers, the application requested certain waivers from total compliance to the following subdivision regulations: • poi-29(B)Sidewalks conditionally required. The Applicant has requested a waiver from building any sidewalks. The justification citied is that only 6 houses would be served and the road is a short dead end roadway. • 58o1-26(B)(1)Appendix Design Standards,Typical Road Cross Section Minor A. The applicant requested to use those standards for a Minor B Street(a street standard for ways with less than 4 dwellings). The waivers are to reduce the right of way from 50-feet to 4o-feet and to reduce the overall paved traveled way from 22-feet to 18-feet.. Procedural: A public hearing before the Planning Board was duly advertised in the Barnstable Patriot on February 8th and 15th 2013,and notice sent to all abutters in accordance with MGL Chapter 41 Section 81T. In accordance with 58o2-24.E,copies of the application and plans were forwarded to other officials and departments for review and comment. The hearing opened July 22, 2013,continued,August 26,2013 and to September g, 2013 at which time the Board approved the definitive subdivision with the waivers requested subject to certain conditions and restrictions as enumerated herein. Board Members rendering this decision on the definitive subdivision plan were; Paul R.Curley, Raymond B. Lang, Felicia R. Penn, Patrick Princi and Board Chair Matthew K.Teague. During the proceedings Daniel A.Ojala,P.E., & P.L.S., presented an overview of the subdivision plan to the Board. The proposed private way"Aberle Way"is to serve the 6 housing lots. The overall length of the Way is approximately 75o feet and ends with a cul-de-sac.Given the number of lots and the short roadway,the Applicant is requesting waivers to reduce the right-of-way to 4o-feet,the width of the road to 18-feet including a 1-foot Cape Cod berm on each side,and eliminating any sidewalks. Roadway pavement in the Cul- de-sac would be 28.5-feet wide. The road would include an extended base of reprocessed asphalt gravel hardened 2-feet on each side of the paved road to provide solid support for vehicles that may have to maneuver off the pavement. The subdivision and all lots would be connected to the public water supply located in Route 6A. Wastewater would be handled by private on-site Title 5 disposal systems installed at the time the lots are developed. The Board and Applicant clarified that all of the six lots shown on the subdivision plan will be accessed directly from Aberle Way. The Applicant has adjusted the alignment of the pavement of Aberle Way at the entrance 2 . Notification of Definitive Subdivision Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way to Route 6A so as to avoid visual conflicts with an existing utility pole on Route 6A. In addition,the Applicant intends to relocate an existing overhead light closer to the proposed new intersection to the subdivision. The Applicant and/or the Homeowners Association will require private lighting be installed at all future driveways off Aberle Way. A Homeowners Association will be established to assure long-term maintenance of the Way. Old Kings Highway Historic District: On April io, 2013,the Old Kings Highway Historic District Committee approved an application for the removal of two 36-inch caliper Silver Maple Trees situated in the right-of-way of Route 6A. One of the trees must be removed to accommodate the intersection of Aberle Way with Route 6A,and the second is necessary to provide sufficient sight distance. The existing perimeter stone walls are not to be disturbed. Disturbance of the scattered interior stone walls will have to be approved by the Old Kings Highway. Attorney John Kenney stated that the deeds to the lots will notice the new owners that the perimeter stone walls are not to be disturbed and any alteration of interior stone walls must first be approved by the Old Kings Highway Historic District Committee. Aberle Way: Regarding"Aberle Way"(Ah-bur-lee),the following correspondence has been entered into the file: • The Barnstable Fire'Department Chief, Francis M. Pulsifer,approved the road name on May 3,2013. • On May 14, 2°13, Frank Schlegel, Egss Data Liaison determined that the name was acceptable. • A July 22,2013,e-mail from Peter Burke, Barnstable Fire cited that they and Barnstable Water District have reviewed the plans and have no issues with the plans as drawn. The Applicant will need approval of Mass Department of Transportation to install a curb cut on Route 6A and to connect with the utilities in Route 6A. That approval will be sought after the subdivision is approved. Upon the completion of Aberle Way,the existing dwelling located on the parcel will take its access from Aberle Way. The existing driveway onto Route 6A will be closed and the parkway restored appropriately. The Board and Applicant discussed safety issues with the proposed intersection of Aberle Way and Route 6A. Route 6A is posted at 25 miles per hour in this area and the sight distances provided for Aberle Way meet the requirement of the Subdivision Regulations. It was noted that traffic often exceeds the posted speed and the curvature of the roadway limits visibility. The Applicant will improve sight distances on Route 6A by trimming vegetation and installing supplemental new trees set back from the traveled way so as to not interfere with safe sight distances. Thereafter it shall be the responsibility of the Homeowners Association to maintain the sight distances along Route 6A. Easements: The Applicant agreed to create an easement containing the slope retaining wall at the cul-de- sac. That easement would be in favor of the Homeowners Association to assure the retaining wall is protected and maintained. It was determined that the easement on Lot No.2 bordering the Railroad tracks would only be used if Mass Department of Transportation needed it. Athird easement, located on Lot No.4 and labeled"Natural No-fill Overflow Drainage Easement"is an existing natural basin intended to collect any overflow storm water from Aberle Way. That basin is to remain in a natural state and not built-on. Board of Health: The Board of Health has reviewed the subdivision plan and approved it per a July 25,2°13, letter to the Planning Board subject to 6 recommendations. The Applicant has agreed to those recommendations and they are incorporated into this decision(Condition No.17). 3 Notification of Definitive Subdivision Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way Board's Engineer Report: Stephen Seymour, P.E. and Senior Engineer with the Growth Management Department cited in his memorandum of September 5, 2013,that he is satisfied with the proposed development plan and recommended that a Form S—Road Maintenance and Repair be executed. For the detail of the proceedings before the Board, minutes of the hearings are available at the Town Clerk's Office and the Planning Board's Office.Videos of the proceedings are available on the Town's web site. Decision: At the conclusion of the meeting of September 9,2013,a motion was duly made and seconded to approve the definitive subdivision plan entitled"Definitive Plan of Land in Barnstable, MA#2519 Main Street Riley Subdivision"prepared for William A Riley,as drawn by Daniel A.Ojala P.E., & P.L.S.dated June 10, 2013 revised August 27,2o13,and consisting of 5 sheets. • Front page shows the Lasic subdivision of the property identifying the proposed lots and the defined metes and bounds for each lot. The plan defines the proposed Way and drainage easements,and shows the approximate location of existing stone walls. • Sheet B presents the geographic coordinates for the existing and proposed bounds to be set. • Sheet C is a drainage area sketch plan for the roadway and subdivision it includes proposed drainage system and over flow areas and easements. • Fourth page is the Road Profile Plan. • Last page is a Detail Sheet showing a typical road section including the cul-de-sac,drainage and rock retaining wall sections. This approval includes the grant of the following two requested waivers from the Code of the Town of Barnstable, Subdivision Regulations: • §8o1-29(B)Sidewalks conditionally required—by granting the waiver the Planning Board allows the subdivision way to be built without sidewalks as there is no connecting pedestrian infrastructure. • g8o1-26(B)(1)Appendix Design Standards,Typical Road Cross Section Minor A-to allow those standards for a Mi-ior B Street. The specific waivers are to reduce the right-of-way from 50-feet to 4o- feet and to reduce the overall paved traveled way from 22-feet to 18-feet including the 1-foot Cape Cod berm on each side. This waiver is granted with the exception that pavement in the cul-de-sac will be 28.5-feet wide and the added requirement that the road would include an extended base of reprocessed asphalt gravel hardened 2-feet on each side of the road pavement. Regarding the grant of the waivers requested the Planning Board specifically finds that the plan is in keeping with the character of the surrounding area,the roadway design standard approved is adequate for the number of lots being served by the way while the reduced standards maintain the historic rural character of the area. Vote on the Waivers: The vote to grant the waivers was 4 in favor and 1 opposed. Board Members, Paul R. Curley, Felicia R. Penn, Patrick Princi and Matthew K.Teague voted in favor of granting the waivers and Raymond B. Lang voted in the negative. By a majority vote of 4 members the waivers are granted. 4 � � c o a a m AGIBALANCE ® I ; 0i. ��lue 8 er D�N� ©ensit, s © : 4 0.8 Ob ft3 ��y0� 02o Y / MPR11 2 � g��s�P►8LE Company Name Cape Cod Insulation Inc. 1QwN°F Phone Number 508 775 1214 Applicator Name Dave Sousa Installation Date Ala `) 7_o 3--0 Jobsite Address First Lot Aberle Ways A-bc�� -- A-Side Lot #'s PA86001994 Permit Number B-Side Lot #'s P1319334019 Location Cg Insulation ° Thickness Total R-Value Approximate ggb Walls Attic Slopes 8.5" R-38 300 Rimjoists 5.5" R-24 250 Intumescent coating Used Location Thickness / Coverage Rate Vapor Barrior Paint All Foam 17 mil wet www.Demilec.com -,A (•i D EMILEC Notification of Definitive Subdivision Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way Except for those waivers cited above, no other waivers from the Subdivision Regulations are granted or implied. Conditions and Restrictions: This Subdivision approval is furthermore subject to the following conditions and restrictions: 1. Prior to the endorsement of the subdivision plan,the Applicant shall complete and endorse; a. A Development Agreement with the Planning Board for completion of the subdivision, b. A Form F,Covenant, placing the undeveloped five lots(Lots Numbered 2,3,4,5, and 6)as surety for completion of the subdivision, c. A Form 5, Road Maintenance&Repairs, requiring the applicant and successors in title to be responsible for all maintenance(including snow removal)and repair for Aberle Way and d. The Declaration of Trust creating a Homeowners Association for the 6-lots and entrusting it with the continued maintenance of the common areas,easements and enforce the covenants imposed. 2. The Applicant shall submit a check in the amount of si,000.00 payable to the Town of Barnstable. Which check shall be held to ensure recordation at the Barnstable Registry of Deeds a copy of this decision notice when final approval by the Town Clerk,the endorsed subdivision plan,the signed Development Agreement,the Covenant,an executed Form 5,and The Declaration of Protective Covenants- Homeowners Association. 3. Copies of this recorded decision notice,subdivision plan, Development Agreement,Covenant,Form 5, and Declaration of Protective Covenants- Homeowners Association documents shall be returned to the Growth Management Department at zoo Main Street, Hyannis and entered into the Planning Board file within 3o days after the Board's endorsement of the subdivision plan. Upon evidence of the recordation of all the documents cited above,the si,000.00 check required in Condition 2 shall be returned to the Applicant. If no evidence or insufficient evidence is provided,the check shall be cashed to cover the cost of recording the documents. 4. As Route 6A is a State Road,the Applicant shall secure a permit(s)from the Massachusetts Department of Transportation for the installation of a curb cut for Aberle Way and to open the road for utility connections. As a part of that permit application the Applicant shall include the request to remove trees and clear brush within the right-of-way of Route 6A to secure proper sight distances. A copy of that application shall be submitted to Growth Management Department at zoo Main Street, Hyannis for inclusion in the Planning Board file. No work,including cutting and clearing for Aberle Way,shall be initiated in the subdivision until after the Department of Transportation issues its permit(s)for the installation of the curb cut and road opening. No Town application for a development permit shall be entertained until after the Commonwealth's permit(s)have been issued and a copy submitted to the Planning Board file. 5. At least two weeks before commencement of construction or clearing of Aberle Way the Applicant shall notify the Town Engineer,the Director of Public Works,the Building Division and the Growth Management Department Engineer and Regulatory Review/Design Planner of their intent to start construction on the Way. 5 Notification of Definitive Subdivision Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way 6. Once construction of the Way(including installation of utilities)is initiated by the clearing of the Way,the Applicant shall have i8 months to complete the construction of the roadway,site drainage and the installation of all common utilities. 7. Any damage to the right-of-way of Route 6A and its utilities caused by the construction of the Aberle Way shall be the responsibility of the Applicant and/or representative to repair and restore Route 6A,per Mass Department of Transportation standards and pursuant to their directions,to the condition that existed before construction of Aberle Way. 8. Once Aberle Way is constructed the existing curb cut and driveway on Route 6A,that now serves the single-family dwelling(now addressed 2519 Main Street,West Barnstable MA)and that is to remain on Lot No.1, shall be closed. The existing cobblestone pavers located in the parkway shall be removed and the parkway, including the Cape Cod Berm on Route 6A, restored.That existing dwelling is to be re- addressed on Aberle Way and the existing mail box shall be relocated or removed from Route 6A. All work within Route 6A must be reviewed and approved by Mass Department of Transportation priorto any ,work in the State's right-of-way. This work description shall be included in the application to be made to the Massachusetts Department of Transportation referenced in Condition 4 above. 9. All 6 lots shown on the approved subdivision plan shall be accessed from Aberle Way only,and no additional lot(s)shall be accessed from the Way without prior permission of the Planning Board. 10. The proposed connection and extension of the water system, including the proposed installation of the hydrants, must be approved by the Barnstable Water Company priorto installation. Easements and access right for all public utilities will be granted. 11. Prior to the construction of the roadway,the Applicant shall make application to the Old Kings Highway Historic District Committee to remove or relocate the scattered remnants of stone walls now situated in the Way. A Certificate of Appropriateness from the Old Kings Highway Historic District Committee is also required priorto the construction of the proposed,stone pillars at the entrance of Aberle Way. 12. No lot shall be clear-cut nor shall mature trees(tree with a caliper of 5 inches or above)be removed until a building permit is obtained to build on the lot. Exception to this prohibition are;clearing to install drainage structures and retaining walls,the removal of vegetation to provide proper site distances along Route 6A, removal of dead and diseased trees and limbs,under brushing and select tree removal within 8 feet of the right-of-way Aberle Way, minor clearing and cutting necessary for site investigation and preparation(soil percolate test,exposure of old stone walls, etc.). 13. The easement, located on Lot No.4 and labeled"Natural No-fill Overflow Drainage Easement"shall remain in a natural state and shall not be disturbed in any manner nor shall it be used for any purposes other than drainage from the roadway. It shall not be built-upon nor shall it be filled. It shall be the responsibility of the Homeowner's Association to maintain the drainage system in operational conditions. 14. An easement shall be created over parts of Lot No.3 and No.5 to surround the proposed slope retaining wall abutting the cult-de-sac of Aberle Way.That easement shall be dedicated to the Homeowner's Association for the perpetual protection of the slope as it is a critical element in maintaining the roadway. 15. The proposed Lots Numbered 2,3,4,5 and 6 created in this subdivision shall be held in covenant as surety for completion of the subdivision including construction of Aberle Way and installation of all utilities. The lots shall only be released upon submission of as-built plans for the subdivision and issuance of a 6 - Notification of Definitive Subdivisiorr Plan Approval Subdivision Plan#822—William A.Riley—Aberle Way Certificate of Completion for the subdivision unless surety, in a form approved by the Town Attorney's Office and in an amount,satisfactory to the Board's.Engineer,is posted with the Town of Barnstable after consent of the Planning Board. 16. All deeds to the subdivision lots shall include notice that the perimeter stone wall shall not be removed. All interior stone walls shall only be altered or removed after approval by the Old Kings Highway Historic District Committee. A draft of the deed document showing this notice shall be submitted to the Growth Management Department for review and approval before any lot is deeded out. 17. All Development of subdivision lots shall fully conform to the Board of Health recommendations as expressed in the July 25, 2013,letter of approval. Those requirements are: a. Each dwelling shall be connected to public water. Each and every dwelling constructed within this subdivision shall be served by public water. b. Two fire hydrants must be installed in this subdivision. c. Any lawn area created must be at least four(4)inches of loam. d. 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 trees stumps is an acceptable alternative. Burial on site is prohibited. e. The applicant must receive an Order of Conditions from the Conservation Commission,if applicable. f. The Board of Health recommends that all drainage be contained onsite at each lot. 18. Development of the subdivision shall conform to the revised plans and details dated August 27,2o3.3,as reviewed and approved by Stephen Seymour, P.E.and Senior Engineer with the Growth Management Department. 19. This subdivision approval shall be in effect upon recordation of this decision notice, its referenced definitive subdivision plan,and all documents cited in No. of Conditions and Restrictions herein with the Registry of Deeds and shall expire eight(8)years from the date of endorsement of the subdivision plan by the Planning Board. This subdivision is subject to all regulations of Chapter 8oi,Subdivision Regulations of the Code of the Town of Barnstable in effect June 20,2013,except as waived herein. 20. Upon satisfactory completion of the roadway, installation of all utilities and the setting of all bounds,all in accordance with the Subdivision Rules and Regulations the Applicant shall submit as-built plans for the subdivision and request a release of all remaining lots under Covenant and the issuance of a Certificate of Completion to close out the Subdivision. Vote on the Subdivision with Conditions and Restrictions: The Board unanimously voted to grant approval of the subdivision with conditions and restrictions enumerated above. Board Members voting in favor were Paul R.Curley, Raymond B. Lang, Felicia R. Penn, Patrick Princi and Matthew K.Teague. Ordered: By unanimous positive vote of the majority of the Planning Board,the definitive subdivision plan entitled "Definitive Plan of Land in Barnstable, MA#2519 Main Street Riley Subdivision"prepared for William A. Riley, Notification of Definitive Subdivision Plan Approval Subdivision Plan#822-William A.Riley-Aberle Way as drawn by Daniel A. Ojala P.E.,& P.L.S.dated June so, 2013, revised August 27, 2013,has been approved. This approval includes the grant of select waivers from full compliance with the Code of the Town of Barnstable,Subdivision Re ulations and is furthermore subject to all conditions and restrictions all of which are cited herein. 16 Matthew K.Te gue,Chair D to S gned Appeals of this decision,if any,shall be made pursuant to MGL Chapter 41,Section 8iBB,within twenty(2o) days after the date of the filing of this decision notice. A copy of which must be filed in the office of the Town Clerk. I Ann Quirk, Clerk of the Town of Barnstable, Barnstable County,Massachusetts,hereby certify that twenty (2o)days have elapsed since the Planning Board filed this decision notice and that no appeal of the decision notice has been filed in the office of the Town Clerk. _. • Signed and sealed this e. day ofde74.6e, ., under the pains and penalties of perjwryp. f, o o ;e Gr cove ° d ='g 6..< -� gym. Ann Quirk,Town Clerk '�' 114.? t.: a Copy: John W Kenney,Esq. • ¢, •: ; • . K �� v' Daniel A.Ojala,P.E.and P.L.S �s ** • •AbutterReport. Page 1 of 1 Adjacent (Please choose abutter list type) Abutter List for Map & Parcel(s): '257010' Default buffer of parcels adjacent to the selected parcel • Total Count: 3 Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 257009 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA 4939/172 TOWN OF(CON) COMMISSION 02601 257010 RILEY,WILLIAM A& p0 BOX 212 BARNSTABLE, 26616/245 POLIVY, KENNETH D MA 02630 257015 BARNSTABLE, 367 MAIN ST HYANNIS, MA 12866/225 TOWN OF(LB) 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/2/2013. w >\ Mjrivhr, 5 ,c� �ar✓v'l b http://66.203.95.236/arcims/aooaeoano/AbutterRenort_asnx?tune=default 7/7/7n1 i Mappar 257010 -l0i rip iclrl2 2603F+; - 'Stl - 4' _ a/, .._ -LC_G�� 1 c -i.0 2 _ -_ i._. i614 g.15 n 0,...,1.i i2 c o, . F '.. DO u05,00?_k.2450 ..._.._._� ._ -"4'.. 7f1. 1 p7n;; 25/-u73 f n01 aT-Ol2a � °4. r *, gat) ••245G C 'ti.a "u q 32• Kip 333.33 32'Iv ,�s 4,y+ . i o 237 il,25 r 74?.. v',,t•i°,.4r,`,7::'wig n 2400 • :. t �,7 u14 7ti t9r 237.029 t [ X..-µ,-i„t,3 3j" •n r 1395 t 257 011 - J 23JFIt 30 ! A <t r. �`a m7` r x ,.-- k �.„„iii- a.. ',O by-k•"" 3)4 • la 1;) , . • • • O • O 251-^is O cti 246.3 2509 00 256-001-001 C i i: C;" •• • 257-D19 i'711 C C 36'S tO 4 160 • 33 , OD • ,3 DD'3 , O3 OD COO OOC 2.56;410 40 236:012 <0 ! 2.36.013 256-005 256-034 756-003 00 40 40 40 ABUTTER LIST TYPE-Planning Board Ri Preliminary&Definitive Plans �.$7,�, Subject 0\IB Abutters=Direct Abutters to Subject Parcel W --�\�,�' Abutters `�� S 1'=375' NOTE:PARCEL UNES MAY NOT BE ACCURATE.The parcel lines on DISCLAIMERS:This map Is for planning purposes only. DATA SOURCE:Planinetrics(human-inado bases)were Inleryreled this map are only graphic representations ot Assessors tax parcels. It may not be adequate for legal boundary determination or regulatory inerpretation. from 2001 aerial photographs.Topography was interpreted from 1989 They are not true properly boundaries and do not represent accurate This map does not represent en an-the-round survey. aerial photographs.Parcel tans were digtized Iron FY 2011 Town of relationships to physical objects on the map such as budding locations. Enlargements beyond a scale of 1•star may not meet established map accuracy standards. Barnstable Assessors las raps. lntiN OF II,R 2 Fkl,t F❑11 I,0IT' • LEGAL NOTICE - _ v IOWNOkii*iiABLEP.LANNIiiolf0 D • `iNOTICEOppuouomEAWNG i',, • YONOAY]ULY 22 2•Iro AT7 00 PA4e __ �eeoposep oonorovesueommoN N0,;992 : - • - FRLE WAY 2]19 wu 9ARN9TABtE ,z.i,: „-__; _ AB N•SRiEET _ : � �=tr_r� r r WILLWIA.RILEY - .� LEA TI CE ra aY peraalu reamed m ereaaa h IIePIanning Boi g STABLE PLANNING BOARD a dar ne Genaa�aw�d he canmo ma .g µboa hmem . TOWN OF BARN cnapmr4.l sam Bv0:ii0 9081GG-sd l,a„emlwland • NOTICE OF-PUBLIC HEARING' e9 0Neridnenti y,rea and me ro n"orBam taYba G�iaptx eat;, -:y :4ubdMaun Re*19.m d tha Godard Bie T0w0.d 9amaaWs.E MONDAY JULY 22 2013 AT 7 00 P P.M. = rod barabr nomad d a Rionoieam-9 a na nau m.mn,ma, -§bbdFhen No-822 The plan fur-Bas mbdlyhlon_Li erNtled P.ROPOSED_DEFINITNE SUBDIVISION NO 622 _ • •oelWINiPapd ind10Barmabl A42.519100001 aoay_ ABERLE WAAAAY rT f,2519 MAIN STREET BARNSTABLE s'u6d vlwn preps ed ar wvomati:H9ey Thepen p upmm he. WILLIAMA RILEYK e, oobgda924-ecaloladdeaeed2519Ma1n-§hee Bargsable MA fniaaa dewlop`able ba and aeatlon arAhede Way otr Mad q ▪ t'_ -§beel(alWa Roux era[bmrvatokoketi.N.uh(edpmpedy To all personsdeemed interested m 1he Planning Board a ng • �a�mii;!* ,...mia�aaprd000B under the G''''''''Ca'-.:'OfneraL the Commonwealth of Massachusetts Tna r Min Ned �u na Wald am a Ba�awa Ta,a Hau ;7 n.tirp r,5beak_:ii*J M0..,iili 9 RmaL-grid THilV•i Chapte 4l Secbons61A,through6lGG Subdms(onGontroland:` ,I�By��13 a Pµ b,dd, ,nd all amendments thereto and the Town of Barnstable Chapter 801 Apoiedwoo:00 pia aaaaatae far reNew d:de cm n -Meregi97.4 OaparhneN,200 MalO-§heel i1�'annh,MdbeMeen i Sutidrn_sion Regulations of-,the Code •the Town of Bamstable,< • oodumde.mAMmd00PM Marider0aa,opo,y ou are hereby notified of a Public Hearing to be held to consider;- AtaVhew KTeapaAChdmum', y , n Bam+abb Pannln9 Baal-'. Siibdivislon NoTfi22 The.plan for this:_subdmsion is enb0ed y5A'm' '1 , Definitive Plan of•land m Bamsstable MA#2519 Mam Street R11ey Sub.-slon`'prep r d to 3W(Iliam A.RWIeyIThe plan proposes the. ._ dins,no of a 9.24a�ae Iotaddressed25Q 9_Main Street Bamstable_ -SAA uito sa`�eveellopable lots and cr,R,,, of Aberle Way off Mam / 13, t¢(, a R0ute orsYMae257 s Pane 010 a subject propedY • • rlsshown onn P x This Utife eanng vnll tie held at thn 8a Room e 2nd Floor i 36"'"'''n Street Hyar nis. MA,''lieahng I cation and Monday Juty22 2013 at 7 00 PM Copies of the app • :. Pro• 'posedsub. rviswn plan are available'#or review at the Growth Management D,,-. rtment 200 Main Street Hyannis;MA between .: the hours of 8 30 AM to 4 30"PM Monday through�Fndati Jk 4. r-� Matthew K.Teague Chairman . 3amstable•Planning Board The Bamstab�eRatnot'� • - July 54-12 . LEGAL NOTICE - r. ��=F. OWN OkBARNSTABLE PLANNING BOARD trarieE OF PUBLIC HEARING = MONDAY JULY 22 2013 AT,7 00 P M: ,PROP,OSED DEFINRIVE SUBDIVISION NO:$22 ,'- i IIA7 2519 MAIN STREET BARNSTABLE MWILLUIMA RILEY 7. _ . 1 t � • To_atl perso eemed ihterestedm t Planning:Board acting n•dL.,, Gene Laws of fh?Commonwealth of Massachusetts,__.., Chapter 41�Sections 81 through 61GG Subdmsion Control and ,:I a I mendmeand:the Town of Bamstable_Chapter 601, Subdivi ov ggu ations of Ute Code ofahe Town:of Bar table • you are hereby�notrfied of:a Public Hearing to beheld to consider ' Subdivision No�;82 -The plan for this subdivision is entitled.a! 'Defimh ePlanoif, ndin�Bamstable M•A#2519MainStreet Riley • Subdivision p rod for William A Riley The plan_proposes the ,:' division of a 924-acre lot addressed 2919 Main Street Bamstable MAinto sa dev_e lopable lots"and creation of Abele Way off Main=.. gtr""t(alkla Ro bA)to serve the new lots The subied property._ is s wn on Assessors Map 257 as•Parcel O10 aPubl c Heanng vnll,be held at:the Bamstable Town Hall 367 Mam Street, Hyannis MA Hearing,R00% 2nd Floor :, Mon ay rol9A 2013 at 7 00 PM Copies of the apphcahon and proposed subd'ivislort plan;are•available forrenew-at the Growth Managem"e0t UJPa0nent 200•Main Street,Hyannis MA between the hours of:8 3 AM'o 4 330 PM Monday th•K•7e•nday - MatthewK T•eague Chairman -;ii . t� Bamstable Planning•Board ` The Barnstable rotnot July-1.0134` ', . BARNSTABLE REGISTRY OF DEEDS • BEARING/DISTANCE LEGEND NOTES: C �� LOT UNES: NBJ04'3TE 121.23' 1.STONE WALLS EMSRNR STONE AROUND LOT PERIMETER NOT TO BE rr✓✓_ \D a \\ k'AYufNTi NBBJSYOC BSI B]' DISTURBED,ANY D KINGS STONE WALL ADJUHISTORIC DISTRICT TO BE• r. F , APPROVED BY OLD KINGS HIGHWAY HISTORIC DIS ICY PS • APPROPRIATE 2.SEE WAIVER LETTER FILED VAN PLAN,WAIVERS FOR ROAD, ppILR0A0 PAVEMENT OXON,REOUESIED TO MAINTAIN RURAL CHARACTER. 3.5-FORM REWIRED.MAINTENANCE OF ROADWAY TO BE s SH oEM BETWEEN HOMEOWNERS THROUGH BINDING AGREEMENT ROB WB T'r. IN H EOW ERS ASSOCIATION DOCUMENTS. " 4.TOWN WATER PROPOSED. ELEM.HyC LOCUS _C'-� 5.ALL PROPOSED UDUTIES TO BE UNDERGROUND.1111011111. 6.APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE WITH A N COVENANT TO BE RECORDED HE 580'F --I- RAILROAD��►�i /1 MASS E.O.T.O'a H. 7.ABERL£WAY ROAD RDED H SBO FROM 90E NE RT 6A MLY N Y.N H.b H R •R. TO CENTER OF CUL-DE-SAC. C(, 0 D CO ONY BRANCH B.NOTE GAPE k NHE ARD ELECTRIC COMPANY EASEMENT 3_E PER p8 365 PG 463 NEAR ROUTE 6A AREA,10'POLE ROUT =- Gz •N6304 LINE NOT A PLOTTABLE DESCRIPTOR. LOCUS MAP SCALE 1 2000 102.]0' • SOBS Y "a l i-3s/2. DRAINAGE LOCUS MAP �R=I19.B9 101 2570"(110.1J'�' SCALE 1•=2000'S L=31.1]' A1s ASSESSORS MAP 257 PARCEL 10 • R=1T9.B' S69' LEGEND /2519 ROUTE RA(MAIN S0RELT) 6.51'k/NC uAW2NANf£EASEMENT z AREA OF PROPOSED ROADWAY:30,1231...IL SF 7 1 AREA OF PROPOSED LOTS: 3]2550E SF uH8 L=6fi.BT' rII. UTILITY POLE MD (.IS(5' 72 9.89 SUBDIVISION TOTAL AREA:b20]3k S OR 9.24±AC \, n GUY WIRE (=7009• LOCUS IS WiHIN FENS iL000 ZONE C M MAP 257 PCL� R=IBI.B9 5 SCALY MAN HOLE COVER SHOWN ON COMMUNITY PANEL 0250001 MHB O)546 0]5 0/ 1992 J11j�. DOOM)DATED]2/ FHD�" a.1 / BN =33.4 0.A OOiS,,,E\ 5{A R\=25.00 1f WAIFA SHUT OFF VALVE O Y PJ"'c'e'�'g5°ry PROPOSED CONCRETE BOUND(TP.) • 1• FE HYDRANT ZONING SUMMARY '\CS��ryry LOCUS IS LOCATED IN ZONING 0151RICT5 RF-2 a RC 4 *C'' �WW`W TRAFTIC/STREET SIGN LL lV'�4 2w/23r LOT 2 • ZONING DISTRICT:RF-2 RESIDENTIAL DISTRICT SR ty1Y• iL=c0']Y O^ 44,115 s fC. 0 DOMING BOUND MIN.LOT SIZE 43.560 SF. 1Y R-2Sao a MIN.LOT FRONTAGE 20' 41,\� VF .01 acres ■ PROPOSED BOUND MIN.LOT WIDTH 50' LJM�i SSA yl\u•INFCNANCU EA.SEUCNI SHAPE FACTOR 15.1 @y STONEWALL MIN.FRONT SETBACK 30' �:� i0 j ss, MIN.SIDE SETBACK 15' h5,i9/0 Q - MIN.REAR SETBACK IS' ?5 5) \TO a� jylyo.AT^ MAIL BALDING HDLNT 30' • 3W' y/ ' ` ."."..O ZONING DISTRICT:RG RESDENRAL DISTRICT E%IST.HOUSE ?. M 'PiA�$y, /p N MIN.LOT SIZE 65,000 S.F. 1�O.OB'BIN L0. A2519 �'1(••�i URUJ Sr Cad r ,,0,,,� ` � LINE LLINE ABLE BEARING MIN.LOT FRONTAGE 20' MIN.LOT M1DTH 200' / T`.. LI 36.42 22002.4t. L.U.FRONT SETBAIX 30' L3 42.6Z 16729'20. MIN.ROE SETBACH 15• Vb.", 151'( „j L3 ♦3.62 134'1414' MIN REM SETBACK 15' s\'4. 2 0 ' •yAa< �._ p`,,+9, CO 53.64 I IOis'So• MAX.BUILDING HEIGHT 30' LOT I EXIST.SHED H'"' N W� L5 3493 33413'34" 15 . SITE IS LOCATED WITHIN ME AP WATER v 44.943 SQ.ff. �1"4.o PROTECTION DISTRICT 'kb' os�4 .OS Saes yroT-` CURVE TABLE SITE IS NOT LOCATED MITHIN A STATE snAPE FACTOR-16.0 $9'9L LOT 4 • CURVE LENGTH RADIUS ZONE II WATER PROTECTION DISTRICT ' H9AY,'. A- J �54.?31 sq.ft. CI1 0..31 52.50 SITE IS LDCA1ED MI.THE BARNSTABLE .26 acres C2 60.99I 52.50 FOE DISTRCT L.• SHE IS LOCATED MTiHIN THE IXD KINGS iVY\ 0 SHAPE FACTOR=17.6 HIGHWAY HISTORIC DISTRICT • t a‘ sen6.BT 59720225 OWNER/APPLICANT OF RECORD • `1 h A M1 56.1>')N6.BI' LLIAM A RILEY ET AL ?�AryOD• ` J v z`mod / C/O WIULAM A RILEY �bja M'9 l; a�A: ��';f / PO BOX 2120 p`,� • BARNSTABLE,W 02630 •• *• =LE*. \• REFERENCES • LSt�i U� \\ /P��PA PLAN 000K 1]5 PAGE tt>, • LOT 3 o\ PLAN BOON 257 PG ST 11ry1)$. \ / HIGHWAY LAYOUT 1357 SHEET 3 • 51,}91 SQ.fI. fy, 03,-% r \� DEED BOOK 26616 PAGE 245 SHAPE FACTOR-154 I S�rA � o /. ' u • • 'R=170.00 - \m y ./ �im • \ .5.78.CB-CB G Ah AO R=IJ0B N{Pj . w J*4A,.P4 VA rR=25.00, / 2 5 g3M59"R00 BU $0L�ERG 'Ck (...51. 0S •''lU4003.78' ,/ 11 aa°Om'G 4A r R.25.0D CT • -roa \ . • AFlg(` / / R=5250 C. • 1T,T. =Bfi63 0.A • • Ftl REGISTRY USE A Ry1 � ?a R=525D / > 4 .cC'' CO-1'. 2\�e A4A MH(lh'04MFNT • BARNSTABLE PLANNING BOARD / �`, ti j,,CSI \, RF6 ,... / )2-5 APPROVAL UNDER ME SUBDIVISION • R.525O ` CONTROL LAW IS REOUIREO / u.R£ OPP T4SA WALL oT `L uA4S0CNANa CASEMCNT '� wre Fe LOT 6 \ 87,314 sq.tt. • `Z� 200 acres -.1,-, SHAPE FACTOR=20.5 ,1L 9• LOT 5 90.055 sq.ft. zm acre,s`•\�f SHAPE FACTOR=19.0 U.s • CERTIFY QUIRK, CLERK OF THE TOWN OF BARNSTABLE.CERTI THAT . £y Tr{p. • 11E NOTICE OF APPROVAL OF TH15 PLAN WAS RECOVEU AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING • THE TARTY DAYS NEXT FOLLOWING 1HF.RECEIPT AND RECORDING OF SAID NOTICE. • DALE TOWN CLERK sAL 1 s009, • DEFINITIVE PLAN 1 OF LAND • 0./i N BARNSTABLE, MA 5 69 ry'o #2519 MAIN STREET s RILEY SUBDIVISION u 99 j1NE fig.'01 SUBDIVISION#822 u'-':f N 5 , . S0f�,{- PREPARED FOR - i•" g ryh'R•-�. 'S • 8M1* EB.6ec 15 WILLIAM A. RILEY CERTIFY THAT N19"""WAS""°`IN �';A2c �M1 �6 I off 508-352-4541 REGULATIONS ACCORDANCE lNTM REGISTRY OF D®5 W 5' fax 508-3fi2-9BB0 REGULATIONS EFFECTIVE JANUARY 1, • DATE JUKE 10,201} 1976.MO AS AMENDED 3MUARY]. d000002e.cam REVISED:AUGUST 27,2013 1988. -. ` .N o.R down cape engineering,inc, • OM I. �3. civil engineers land surveyors Scale: fi127/I} ^��. y/l •` 939 Main Street(Rte 6A) O o •0 m AO 00 FRI DATE DA41EL.A OJA'.V,PLC YARMOUTNPOR1 MA aI�HK 02675 socE„1. A, 1,140 1 /pe/ / � �E�� i co... �.. 6 Ro`1h' . yr LOCUS 1/4/M11111 ii-.....-A......"""'" ' . �.10 ■� E.O.T.C. rn ..... ii� „.SS 4^ 1 N mem.vfil ll J RAILROAD I E 9 7 9z.5909 -_ RO171t:.6-c� I, N 27113489 96 5 LOCUS MAP SCALE 1"= 2000' 5.083 3r E 977.6197 / DRAWACt LOCUS MAP R=IJB'B9 NBB�SYO[MB11' SCALE 1'=2000'4 \\/j\\/\�\/\\j 5_ _ ASSESSORS MM 25>PARCEL 10 V /75'9CN7 LINE MAINIENANCC EAYMCN7 \ PROPOSED ROADWAY LENGTH O.752 S CENTERLINE:BD0.51't ///�� N 27104721210 AREA OE PROPOSED ROAD-I6,]52 SEA(0.30 ACRESY) • LOCUS IS WITHIN FEMA ROOD C AS • ^70OB977361.0887 ' • SHOWN ON COMMUNITY PANEL ZONEC1 / H 2)13]90.OJ13 00030 DATED 7/2/1992 ! 9T711J.9992 �0 '1\0 ZONING SUMMARY O N 0,7314.0I341 \ LOCUS IS LOCATED w ZONING DISTRICTS RE-2 O RC l,�M \\ 9T/314.9831 �1\,\ ZONING DISTRICT:RE-2 READENTAL DISTRICT siet.01 ./a 2v' •\\ LOT 2 MIN.LOT SIZE 43.560 S.F. a \,s 44,,015 sq.ft. N'N.LOT FRONTAGE 20' 77! �� / • `\ 1 Dv 2718207.7383 .LOT MRS 50' / ; �J'SIGN NC \\`\ \ SHAPE FACTOR-15.4 • 977567.8.5 MIN.FRONT SETBACK 30' YA/NICNANQ CASEM ) MIN.SIDE SETBACK 15 49-Y♦IN 2718345.0035 • \ \ 'S MAX61BUILDING RSET HEIGHT BACK 15' gS Al 0 k 9772501332 I 4 iTc 5 111"` 30 2718310.6217 \\`IB \ `�"A P2B5.9153 "��9.U' \\220\\ 7m ZONING DISTRICT:RG RESIDES..DISTRICT UDC I R(0 \\ 4`°9,°',, MIN.LOT SIZE 65,000 S.F. 09' 0. unur LISS/EMS LINE TABLE MIN.LOT FRONTAGE 20' MS 4 SIPA �"vOi. LINE LENGTH BEAL(wc MW.LOT MOTH zoo' N 2]IB251.0161 0 \\\\ 6 L1 ]6.42 '2o02'VI' NIN.FRONT SEiBACN J0' E B77122N75 I, 2 33.62 16E29'20" N.REAR N.SEE SETBACK TBACK( 15' \\\\ 1�1 L3 42.97 136.44,4' L4 53.64 1010'S9' MAK BUILDING HEIGHT 30 • • LOT• \\ \\\ may,E SIP 2]81090 LS 34.93 334'13'3V' • 1 SITE IS LOCATED WITHIN THE AP WATER 44ION 4 0 ft. PROIECTON DISTRICT • .03 acre \\\ CURVE TABLE SITE IS NOT LOCATED NIIHIN A STALE SHAPE FACTOR=16.0 `\` LOT 4 CURVE LENGTH RADIUS ZONE II RAINS PROIECTON DISTRICT N 3]IBIS.5022 `\ \` p \�, CI I I 02.50 O E 9nA03.s62z Od 54.731 sq.ft. z 60.99 52.50 SITE IS LOCATED WITHIN ME BARNSTABLE 1. • .26 acres • FIRE DISTRICT 0 \\`\ \\`\ SHAPE FACTOR I].6 \\ • OWNER OF RECORD • WILUAM A RILEY ET AL \\\ \\\\ SB1V6"aD"C S8Jv6'40'F \ / C/A MUM A RILEY • \\_ 56.17.\\�_B1, OBOK 2120 • \\ z"ebb H� BARNSTABLE.NA 02630 2 a REFERENCES \\ r-r2+ \m p \ E 9J75V5.39213 PLAN BOOK 175 PAGE 117 • \ \\ -' �tyKUs.� \\ DEED BOON 26816 PAGE 245 N 2)IB042B6• \\ \\ =J \ IV'977260.2540�LOT 3 \ ,� NOTE STATE PLANE COOROWARIX NADB] U.S.SURVEY FOOT FROM OIN R1K GAS • 51,391 sq.ft. \\ AS P.,9.0) r5. \\_1 / NETWORK.SURVEYED 3/2011 • 1.10 Ovca \S.�Si A9 u; ' SHAPE FACTOR=15.4 • 5Y' L9' - v \ \\\ N 2JIJ990.Bp� crl\� N 2717087.1891 IB66 N 2 7942484E \ E 9J]555. N 2717961.0575E E 9>)S11.J466 • \ E 9T/670.81]4 E S777320351 \\ ` % Znt. N 2717920.71371 \ \ E 9775597.1057 .3/ N 2717973.4090 • \ �/, E 977519.4662 b4 • �, 7,°� • E lE 97763156255E ' iko�y' / • G. B0y6'4/ /N 2717925.0912 /A1. R�B15' "F,,,..g.4 J* ,R�,AL % E 9775427965 (� T C) • N 271790220 a I 35 O.A • g E 97754 2062 5 o a° �W ;bf 7' \3 _ i0,A UD07Y EASEMENT • %• . \\\ p \ NUJ',4 JJ Sr • N 271]:,.4648 (q\� R• 2]1)B29.fi905 I •%-/ IE 9T754 92J7 \L�L p 9T76U..4, % RELONIN6 WALL ` MAINTENANCE EASEMENT • N 271'nA8.4096 E B774]6.84]2 E LOT 6 87,314 sq.ft. . 2.00 cues SHAPE FACTOR=20.5 • LOT 5 90.055 sq.ft. 2.07 acres • SHAPE FACTOR=19.0 • • DEFINITIVE PLAN OFLAND EE 97JW248071] O.N. IN N 2717408.1015 BARNSTABLE, MA E 977e14.6000 #2519 MAIN STREET RILEY SUBDIVISION SUBDIVISION*822 I(.. • N 2747300.J]96 SFt,.,F, PREPARED FOR E 977647.0461 E 153 ,yt,!°- J720.4`01'7 WILLIAM A. RILEY 37Jro %,,bi0 I(50B-362-4541 DATE JUNE 10,2013 ICIT eu=508-362-9880 REVISED:AUGUST 27,2013 - ncape.mm o SHEET B �' 6 `_ } `M�' • °" down cope engineering,inc, � 5 A r,, civil engineers land surveyors Scald"=AO' ,'')'A ",� 9J9 Main 511064(RIB 6A) I1� 0 IUI 3hTfT� YARMOUTHPORT MA 02575 0 m • DATE DANIEL A OJAU.PA.S,PE • 12-745 O(rv,0rv6 PIul.OK Or.Ai.-240 r I /\ R� 6I —— co.., A 1 6� oWit...... +`OU1/ -. 1 1 L0w5 RO I U1E_6 `1_ 2Ass wGHwnr ___ LOCUS MAP SCALE 1--2000' ROUTE 6A5.095Y ' STA.253+69.90 DRAINA ,1 EASEM_GEr :a...-\\erg LOCUS MAP • ,I..------ SCALE I•=2000'3 AA..p 1s., r -_., ASSESSORS MAP 257 PARCEL 10 / \ #'� /5.SIGNr LINE MAI 2NANGE EAjEYENr `` AREA OF PROPOSED ROADWAY:16)52 SF \\\V\\/\J / K AREA OF PROPOSED LOTS: J05,752 SF R(L01E TOTAL LOT AREA 102.6736 SF OR 9.246. LOWS IS WITHIN FETA FLOW ZONE C AS J mEES - ' /, 1Y w nrn SHOWN 0.4 COMMUNITY PANEL/250001 • l� - WOJD DATED]/2/1892 '- ..10.1a4 AAA/ ZONING SUMMARY % 3;�L6' xP ' Lows Is LOCATED W ZONING DISTRICTS RF-x a RC '•� \ ZONING DISTRICT RF-2 RESIDENTIAL DISTRICT i `�./� IZ"• '\ II LOr 2 2\ wN.LDT 9TE {3,560SF.• �`�/.�' _ ] \�- I 44.1;15 SQ.R. MIN.LOT iRONTAGE 20'�P�.. \ \ MIN.LOiMDM50'Pl-_ % son EASFufN1 \ I 91APE FACTOR=I5.4 MW.IRONYSETBACK ]0'6, 4J Aig2(l A, '." ,r\ \\\„`` , S MIN.REAMOE SSETBACBACK I5• MI^.REAP SETBACK IS'��99"\, %.BUILDING HEIGHT 30'/.(y`�(�,\ S FJpST.HWEE _ _.1 `\ ' / ,� / � /7vv'V C\2 \ �I TAP OF SLOPE '9 a,+ \\�'= \ \ aP'myZONING OISIHILT:RC RE90ENOAL DISIPICT 1�rrH MD TOPDF75,2 \fir'jam" \� • Oyp,PMW.LOT 97X65,OW Sf. IN LO. 1,^\'L..` 11 MAD((rY,EAsers LINE TABLE MIN.LOT FRONTAGE 20' 11S5f1ACNl "0{� LINE LENGTH BEARING MIN,LOT WIDTH 200• ft 1 1 7.4'\��\ 1D U LI 36,2 2200211 MN. DE FRONT SETB C 6.. �. L}. \�\ I I 2 U {29] IJFH], MIN.REAR 5EIBACN 5• -J�4 \ •�� 0 5&% :0) LI 536+ I10'IB 59' MAX BUh01NG HEIGHT JO' LO7" 1 .I EgST 6NED \\.\\ 6 L5 3.s3 3]1'Isa.- -\\ ` `` 9TE IS LOCATED M1NIN THE 06 WATER 44 943 SQ(l ' PROTECTOR DISTRICT CURVE TABLE STE CAPE FACT' \ \ \ -- lOT-4 RNE LENGTH ROILS ZONE IS I WATER PROMOTIONINDISTRICTE \ \\ _ - Cl I)]I 5250 9TE IS LOCATED WITHIN THE BARNSTABLE i \ \ \i\\\\PPP... - 54 21�1 B'F C2 60 99 52 50 F1RE DISTRICT \ F :; FAc1G + 7t \ OWNER OF RECORD �.1 !\1 12. " ` `\ `T not u"'mT eA1LR wIL , A RILM Ei AL xj51�A /0 WBllAM A RIIEY PO Box 2120 `O PO BfiTA 212 MA 02fi]0 \\\ APA\; .D \LO \ ei\ / @ \ REFERENCES tt \ � \ `0%_ '\\ i`\' PLAN BOOK 175 PAGE It] f4Yi 6.. A\� O\`\ \ `4 \ \', DEED BOOK 26616 PAGE 215 LOT 3 ! \\\\ \\,,L %�o l3\,-.. , `1\\ \\` ,51391 9„Et�._ i ID \\D °`y..oy,l ,\\ `/11 \\ SRngE 1/"0" F \ `\ , \, -/ O POi/ \ \ \TQ \ \ '.! F•rr•.-A SLOPES IN MESS or 10x\\ ��r ,y\A �,�S.'''V';'AV -....': ...-1''''..'2'.'7;'A':'S.-'' :'i.:7:-*.''',;...."-l'Itit•„. .411- +i god/ \‘, ` 1I1P DF'CUT SLVBE 7>\ / . / \ j \ .2 . 2 \., 2 \ -. \A / \ DRAINAGE \' 1Jd,d04t SF / a -L 1 J1OT 5 \ gas a:rl \ ; \_\ 11 SNAPF OTOR •'1.85 / _`1 M \\ S9 05c CI. _ 07 V 1 I 1.sr,':rACJ0f,F 3,0 _ \ r L I 1 / v a I DEFINITIVE PLAN _--- i__ OF LAND ��• =r' _ �' _ IN • BARNSTABLE, MA #2519 MAIN STREET RILEY SUBDIVISION . SUBDIVISION#822 5 p'9 PREPARED FOR -\ 1hT�(,Pf'9\W 0. WILLIAM A. RILEY V. 500-251-151r DATE: JUNE 10.2013 _ 'Ici, SUB-362-9086 REVISED:AUGUST 27,2013 -D.N.-,'rBENwMARK: T Ianwncaoe.com S SHEET C t' _ DRILL Ho E down cape engineering,ine, jl CALLA 1y p tiu.:KOLE civil engineers Scmea'-a' �t \- land surveyors . �� i.ii'• x,. \ 11yy7I 939 Moir,5,.,(Rfe 6A) 9 29 w e9 ra FLU $12-1'1y `�" _. 1 YARMOU rNPORT MA 02615 DATE DANIEL A GALA P.LS.,P.E. r]-rw D[FmwM.PEAr+nm, Ti. =po"m •,4 S2a,G•DJE DRAINAGE SCHEDULE •p- 526te'OJ'f x/°Vi g�'t Oe ry/� ? ; srosclURE mu ETA mrs.1 C \ :0�°�'/a 4 I ��%• ,,s .'e'e"iwq m" 00N°.>B,SL •L 3 saz' Ce 1 3e.a 32,9 2.00 a 00 RENT�p e°�w i b - '�ieg• u we-M 2.00 e.00 LET,T •-C „ re 2 Ss.a 32 a/32, 3: `c ///{j` + ^R LOT 4 'sDo)..=' - - • ///'i°0w \& mE' _ p1N5�5.1e. SizZ. _ BY..... --. LNI Sx0 Jxe/3x3 }.5J 1290 LEI-7 ',y`e'E�;d m �S`d""`" Rm ?"_N °� 5'l,)r'I>F Bs 59�;`rmiou ar s, LOT 6 ' uNx Ss0 S.al ,. Si R ° TLOT 2 Td of/R�DRAMAGE as cNr o_IIq e 8 e°sv E y 4 TW+ EP 1 3x5 n0/n,0 Wee ,\ Syg -yiy4-- '�a.'rC.,1�.., u�-'ar� vx .k�L'_lg;°P �w�°8 - �•a1,,,-,,,,,,‘‘ . P e`�.4 • LP 325 210/x 0 3 e3 Sae-- Tn m \s>s� ( o>•° ono-oho )I "P`B rv7 x \L\ Md:,B n 2 1 1 rttl0c-P.e[UA , '_.. N321J'2J-W A l At�{yf�IA111 L 1_ P• /5 \ 0�D CC i 32 ro �,_,�� _-�r0�' /, E�.��'/ye �� 55��rs°w wo LP 1 3, 270/310 3,90 P ex` �I _- ...................mn.r.A.. ; . -`4 e \ +J T u,ro07 iR V, 31.] x1.0/210 ,.1f J,u LEFI, • _ awig �1FI� T LP5 3.] 2)0/=,0 . ,'III A' ems' _ 2,. i -Tr"— - 2Da oc -s o"T ,� \ - _ w e „30_e.)_FT •.� W ,,,° P r,5�'wl-T-, / aeTE:=,, 1K J,0_el7 ' e ��. �Ls _ 31.5 n5rx-.5 Ern 38,07 uEr. III I t{ �� r, I NG.x ro o°0`..."N°ar:oES -^".' oe l <a 3 3.e 35.. ..3,. e-Lc� I a °8 T4 m c I • CD a 3e.a 352/35.0 e.'9, oo`. �v/��' NNSx STONE WALL °f`�='liF LOT 6 P♦V, ImOT, 01n) SP RSE REM �, 5 a__J • °P )'G.r°w 'J LOT 11 - --.-'LOT Q I1' .g 44%y.- • Nx 3 3,0 2 ❑ -1 3\: _ = f BENCH RR �pf°ry -- )�a 4 SPIRE I. PDI. Iq�� E2Ev.:Ja.ae 3fy'- 1� I. 3 LEGEND N = m _ .\ !I �.° Eµ,/{CCpMMARR -__ � _ • &20 ./ .. I„r-- 'n°.°,m,5 n •S CRN J96a - - �, N2s53a s1>3 r,nq 6 �- S.h 1�.9 4a.vo siv N36A2.W _.a '�: PLAN01vIEw I • w mL• _;a 15Na K F.m 51 c r EYISDN GRADES 12'R 9 _ C- '^I EXISTING ENTERUNE GRA 3ES ,8.3 r. • 'Gx c ml`� EXISTING GRADES 12'LE P. —z. _A—ITAMI VAS II �` i PROPO E;LGRADE A7 N y. $ ,a,°,, nuo,wr vrun,*II gg I S — :. e Y; a mil eTA:0+1�ELEV:39.30 1= J E „�e y_ j•° Rai°wA _ ___ I,0 sr": � _�„ TEST HOLE LOGSY a ROAD PROFILE PLAN 5° e15 5N ae ono na1 —= - 13,7 N -' _--'-- 31 a ,xmL/w/1�I. .° Mx TO ACCOMPANY ,1A55 5r. e.,5 rt_ 55 . .1 __ ... TMx/,��: ° DEFINITIVE PLA I srA.,.»¢2.3e.v 5vm DRN 5vm I r° _ _ ,II �I I�;;5,.,.1,=,....,,>;.33.e,A,.u.1D=..>a.1, � IN ,x4 ,; _ OF LAND SIMS +00 MNnm35s SiR:3}p10 I . 11r rl�• I —. xe , 1°mn2 ,v, a• NIA vx °' , am 3n ,,.. IN e RIMS NN.J. I2 AT J 2 5 I I ,I I ,, 'SU,+SSSI BARNSTABLE, MA MS 124A5, v.�,xRED. I II II 1 II INo q7.g ' 5,.e/e x)J ,. mae/e #2519 MAIN STREET i 1� .'Su ED. °m e/e 1 II II 1 II I ` " D = t o 11 9_1_II $I,TAe1E SOIL R QUIRE DOM T°9AN. ,6 RILEY SUBDIVISION 1n1:.„ x° `_L� 'f a:a .3ERR DERNEA OLENA OAR D ARD INO,SEE SOIL LOGS. ° Ice- w x1n ,e ° r,x,., srA:ins 1" cE A, E SYSs SAND. 5 "`Ip °"'°/_` Al'n SUBDIVISION#822 INLERTS LEVEL AT:).�� 4+31 ve �J • STn:5+933��-STO +I m. ,E ' PREPAREO FOR 5 om,/_ num " Err A x _ °" °"° _ °ro WILLIAM A. RILEY I NA . FA =a fi"a 4 4 asa z 4 az ^� �a "F y'No~5,m0R0P.,aD, m� x_ • msnne Q,m� pie\ — ,.w x.� ,.w ..ro ,.°0 woo ).W GATE: JUNE 10.2013 REVISED:T USF 27.2013(AOJ.ENi.,WATER) Ann rn NOTE:SEE ACCOMPANYING DETAIL SHEET FORSs awa CONSTRUCTION DETAILS AND NOTES. I eo.°o0 vexomeeo ,o m • 3 R down cape engineering,inc. civil engineers 1JIAy' fond surveyors -.tug; '^ ^ �L, 9J9 Moin Sfree!(Rfe 6A) ' - - ; ^ ^ ^ ^ S % D 3nu '- YARMOUrkZeR' MA 02675 Easmo Wan aw" ROAD PROFILE NDRIxDNTAL S.°I,:, Scale: `D.0 ea e0 w 1 B ti, °� 5 2° .° e° e5 12.2.°L},,,,..e....°.° VERTICAL :21:I 4' DATE DANIEL A...,LA, P.L.S.,P.E. NATNE STONE RETAINING WALL SEE CROSS SECTION —. 36.5' 3 __--_-- _ _— �i _— __ __ STA 6+00__ — .o-- --- --- 12y31 AcmluT NFR __— --- -- _VED su_FACE JB —PAVED ROM, I�.�II` —J6 ___ PUNTED ISLAND � ]S 1 _—— STA/.l+l_.—�— GMVEL BRE —_ _ -- —_ _—_ -- _ 34 STA. 6+00 (=STA 7+10) SECTION THRU CUL—DE—SAC HORIZONTAL AND VERTICAL SCALE 4'' + i' NOTES: (APPLY TO ALL SHEETS IN SET) 1.THE LOCATION OF EXISTING UNDERGROUND UTUTES 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 m�' p6°'n�.ws EOUPMENT IN7 THE)CONSTRUCTION AREA FOR VERIFICATION OF LOCATION AND ANY OTHER UTILITIES WHICH MAY HAVE 'S.PIPE OR .[•xM Nnw 2 ALL CONSTRUCTION MATERIALS,COMPONENTS,AND METHODS EMPLOYED ON THIS '4Ta�.QyB / nTewc PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDINSON REGULATIONS /lam AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD O dnNw TUM IS NAVOe6 FROM RIR CPS. (ADD 1.0 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. SIN MIMI e OW) J.VERTICAL DA 'FOR NGV029). ..DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20. �1 em e eReeC S..'LOAM ANO NYII EIFIDO ROAD .NTlai RS/SLOPES AND ALL OISTURBEO RFAB. Wr1ERE SLOPES EXCEED tOx WOVEN FIBER NEITNG SHALL BE SECURED IN PUCE TO PREVENT EROSION. / 6.PLACE FILTER FABRIC BETWEEN FRAME AND GRATES UNTIL ROADPAVED AND SHOULDERS STABLE. x a 66. 7.COORDINATE UTILITY INSTAU.ATIONS WITH APPROPRIATE VENDORS.ALL UTILITIES TO BE SUBSURFACE. won EWE T.ewc B.INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS. _ SEE BARNSTABLE SUBDIVISION RULES SECTION 601-61(9 STEP INSPECTION PROCEDURE) 24 OUR MINIMUM NOTICE REQUIRED PRIOR TO INSPECTIONi Team.Omm a'rPrl ^�Ao.owa 9.HAT BALES RD/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER STE , :s(a.-1 —. AT OARATION WORX NAS BEGUN. "R f�'`� e r/a' ROCK RETAINING WALL CROSS SECTION 10.ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A "'a� J L • _ REGULAR BASS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. �.u? - xm m wiz tm ® mxs Al N•P1'V• SEE EROSION CONTROL PUN D NOTES ON SHEET C. ti 5„.V-''' • 1r SAYER TO COO. FL.ew I I IN SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSUREE THAT SOILS.VEGETATION RD 'Tx.y _ CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED PROJECT SITE DURING CONSTRUCTION. ��` I II pERMRENT SURFACES INCLUDINGITMVEMENT,LAWN AN AS MAYCAPED AREAS SHALL BE PPOIECIEDIB lH c coal mose rx cooa al e.vONn[ 3 i _ ,PDI eAtm av mrt. / BG JI• ROPER ACRADINC.MULCMNG OR ER CONSIRUCTON BE REQUIRED UNTIL STABN2ATION E IAaa.TNm 66 66. v wrxa.w.R .':,7uz vacnnl W m J" Aa x�/M. SITE Is ACHIEVED. TYPICAL ACCESS COVER .0 ea ALL wATER MATERIALS AND METHODS TO BE PER THE BARNSTABLE FIRE DISTRICT WATER DEPARTMENT rml.n . 310m m.M�� scow �1.�I 12 SPECIFICATIONS AS AMENDED TO PRESENT.(CEMENT LINED DUCT.IRON PIPE CLASS St,STAINLESS TAPPING vxe]/<-1'b a.•x m rnra re>n aPa cr e I. ��[�•x a xw a I ¢ � era SLEEVE R ATE 0 RMFNT STANORO TM PRTS.LASTED INSTALLER RO INSPECTIOR 0.E0111PED.COORDINATE s T[n.u�vm L� ALL WORK RD INSPECTIONS,TESTING WIT1 E DEPRTMENT. / •..sHdmris x-m .mix[Al ev— �B,P) NASSDOT APPROVAL OF ORIVEWAT RELOLATON AND ACCESS PERMIT SPE-E.AND 1RRAFFlD LCONTRACTOR TO CaNTROL MEASURES LY W1TIR awn r FABnw artp i.� w La n[R�Iw'IIII .w mat � (N I-�rnwl Memnon Mom ��°—si ]AU. EOUIREMENTS OF PERMIT INCLUDING TRENCH PERMIT,DI • ��11 Um lav nu. N.1 ��T H� IN..1 SEPARATE MASSDOT PERMIT FOR TUTIES 1YPILALLT REQUIRED. T.'-T� T'J Mew — �, \u 6p I` L'. S,I Mr LE''''' " w ,:1q � i y'( rxw we.. / Y TT ••,,, DETAIL SHEET'jPx� ] V. J{F�� w rr�TOSP SOAP x TO ACCOMPANY -'at.I x.o I xP'•P°`"dm.[.xlx au w ;tiF },ors. ,mow, r;e"m�IAA eRm e°"°" .�..mL 11 � ■■'■•■r■'■ DEFINITIVE PLAN r'm PwD \F.,Rwmmd I' N mr.D d.m .A -�-�-+* A OF LAND :I■.■r■I■'■ —) }-+'f f 41.- J IN SEE R SECTIONS THRU DRAINAGE '-''+�'+111.•. BARNSTABLE, MA LAKE.00°I.111 . d w.ws=~w. a.m w i '#�"�'�'�". #2519 MAIN STREET • �� RILEY SUBDIVISION .O'ROW \—`I 1/r' T —I.1/x' • Ie'-Q"OVERALL \` NTNwT A IxL6T SUBDIVISION#822 • 3:1 MAx.cur PREPARED FOR • I cuss 1 BITUMINOUS CONCRETE 4 ]/•- x• Sal/2"PBASE,11 U/x'TOP BERM MAX.M ,I z 'o■•U U I A201 RILEYWILLIAM 12"%J-CC BERM MP.) /."TOTAL COMPACTED TMICNNESS DATE: JUTE 10. • .-LOAM AND SEED =x Mp% / t,S CRO55 SLOPE CROWN REV.AUGUST 27 2013 0"WATER MAIN) AU.dSNReEO AREAS MR.) J [ 3.4 SHAPED CROWN _,_ _ I e 2 5 II— I2,REP.fl(LCL55f-0.A�PHA,T GMVEI �' - .1/x' I Tor oOpe6F FA 0 3.1 MA.N Flu :"..--" -----'-'--,--'.0 _ r •- —'� SECTION A—A ,1° ° 30-MIN NDN-FROST SUSCEPTIBLE MATERIAL EXIENO • down Cape engineering,Inc. __._ �—E r KID.BY WEIGHT PASSING/200 SEA-) BASE 24' • �BAs°z•EACH SIDE '°""""'N'""E"D`"r = -xns Les � Civil engineers CAS 0 ++ (HARDENED BASE t2'O.A WIDTH) q\ 00.1E wn6rT. 161es.N - land surveyors NOWOREPROCESSED ASPHALT GRAVED MUMBASEOO E PAS EO IN 2-B"UFR. COMPAR SUBCRME \ °.es AL ss 50 . 9J9 Moin Street(Rfe CA) A'-0- COMPACTED 00 SIP THE 1M ENTRY DETERMINED BY \ MDNFRAME AND GRATE F „o '•r w '� I•.1 ) OTHE MODIFIED PROCTOR TEST(ASTM D-1557 METHOD D) RMOUTI/PORT M 016T5 • /"'•�\ COMPACTT SPIC TPRYPICAL TO GRAVEL N THRUON ELEC.,TEL CATV.CONDUIT �� • l WATER MAIN TYPICAL SECTION PAVEMENT ``�`f 'P.y I,� ' �11f REV.Ei-27-I] L CLASS 52 PER NOT TO sCAI-E uwmr.[.`wax.eeolxvx,u. $.L7.1} BARN.FD WATER DEPT.SPECIFICATIONS we0m ma[es DATE DANIEL A.OJAU.P.L6..P.E. ,x-x•O DEFINITIVE.LAN arrc § 240-128 ZONING § 240-128 FAMILY APARTMENT — A living unit, complete with kitchen and bath to supply a year-round residence for a family member. FAMILY MEMBER— Any person who is related by blood or marriage. FLOOR AREA, GROSS — The sum of all floor areas within a building or structure, measured from the perimeter of the outside walls of the building under consideration, without deduction for hallways, stairs, closets, thickness of walls, columns, or other features. It shall beingused for human occupancy, all basement floor include all areas capable of including area, mezzanine and attic space and enclosed porches. [Amended 10-7-1993 by Order No. 94-016] HALF STORY — That space above the plate line but below the ridgeline in an area commonly called the "attic space," provided that the gross floor area of the half story shall not exceed 66% of the gross floor area immediately below the half story. [Added 6-28-2001 by Order No. 2001-036] HAZARDOUS MATERIALS — As defined in Chapter 108, Hazardous Materials, of the, Code of the Town of Barnstable. [Added 8-19-1993 by Order No. 93-105] HAZARDOUS WASTE — As defined in MGL Ch. 21C. [Added 8-19-1993 by Order No. 93-105] INTENSIFICATION OF USE — Any new construction, reconstruction, alteration, remodeling, repair, enlargement, change in use, increase in capacity, or addition of service resulting in greater off-street parking demand. LOT — A single area of land in one ownership defined by metes and bounds or boundary lines, no portion of which is bisected by a street. LOT COVERAGE — The term "maximum lot coverage as % of lot area" where used as a column heading in bulk regulations shall mean the maximum lot coverage by structures as a percent of lot area. [10-4-1990 by Order No. 90-68] LOT WIDTH— The width of any lot shall be measured wholly within the lot at the building setback line along a straight line parallel to a line connecting the intersection of the front boundary with the lot side lines, except,that an owner,of:land may establish his own setback; line.`at,a,distance„greater than that required,`and, the loot width may be-determined'; at-the` setback lme,so established. PERSONAL WIRELESS SERVICE FACILITIES — Facilities for personal wireless service including commercial mobile radio services, unlicensed wireless services and common carrier wireless exchange access services as defined by the Telecommunications Act of 1996. [Added 6-3-1999 by Order No. 99-74A] RETAIL— The term "retail" shall not be construed to include "restaurant." SETBACK — The distance between a street line and the front building line of a principal building or structure, projected to the side lines of the lot. Where a lot abuts on more than one street, front yard setbacks shall apply from all streets. 240:179 08-15-2009 EXHIBIT ' b r .-... a - ----- _. —. _ .. - BooK4939 P.GE 172 • 1.1727 I Philip B. Melody, surviving tenant by the entirety or Barnstable Barnstable County, Massachusetts for consideration of Eighty thousand dollars (S80LQ0.00) rant to the town of Barnstable, 3f 7 MN/ t 77Rc 7 iylPAtils, Barnstable County, Massachusetts, for administration • and control by its conservation commission with quit claim covenants the land situated in Barnstable at or near the Village of Barnstable and West Barnstable Barnstable County, _,j• c� Massachusetts, bounded and described as follows: 1 ., .r ' ,✓ Ni Bounded on the North by the location of the N.Y. New Haven & m Hartford R.R. Co., Lessee; on the East by land formerly of ,,v. : — Susan Hinckley; on the South by land formerly of Sally Hinckley and on the West by land formerly of Benjamin Hinckley and being a part of the land described in the deed ; ;` of Susan Hinckley to Charles H. Hinckley, dated February 1864 and recorded with said Deeds Book 84, Page 18D ;: together with an easement of way appurtenantp to the granted �'..I .ol. premises in, over and upon the an of the Town of . arnstable, as set out in the deed of Harriet R. Hinckley and Lizzie S. Hinckley to said Town of Barnstable dated W 1 November 24th, 1908 and recorded with said Deeds Book 292, `I 'j1 Page 319. • ; : The above described parcel is subject to a pole line easement to the Cape & Vineyard Company as appears of record insofar as the same may be of any legal force and effect. I Igl. I :.ta) ; , Being•the same premises conveyed to me, by Deed of Amelia M. Z Francis and Robert B. Gorham Dated June 1 1966 Recorded with Barnstable Registry of deeds Book 1337, Page 135. 0 Mildred N. Melody died December 18, 1968. • • Executed as a sealed instrument this 1$li` day of f „_1986. a A 4 Q,— . rhillp ts. b /1,'f/ CAT.NO.NN00627 TO 196'CA(9-84) TICOR TITLE INSURANCE ' (Individual) 19 • • . STATE OF CALIFORNIA alOdy COUNTY OF San Diego } as• ee On Feb. 18, 1986 before me, the undersigned, a Notary Public in and for i. said State,personally appeared Philip B. Melody****** c I. 3 personally known to me or a proved to me on the basis of satisfactory evidence to be P. dry"t SaJssfl� 19 k the person_whose name i6 subscribed to the 7' OFFICIAL SEAL within instrument and acknowledged that he exe- '' "L� JANE C.MARTIN • cuted the same. .+.3,• , NOTARY PUBLIC•CALIFORNIA WITNESS my hand and official seal. , PRINCIPAL OFFICE IN • •`. "�' SAN DIEM COUNTY 1 • �) 7� 1 Mr Commnsron E.v Ion 73,1990 ! Signature101/112_ L ' �u/c. • P. •RECCM FEB 26 86 (Thu area for official notarial seal) EXHIBIT a BK 12866 P022S 13367' 03-06-2000 Ce 01 t 39 OUITCLAIM DEED I,JAMES B. MITCHELL, JR., Trustee of the JAMES B.MITCHELL NOMINEE TRUST established by Declaration of Trust dated July 18, 1997 and recorded in the Barnstable County Registry of Deeds in Book 10875 Page 161,of 56 Hillside Road, Brunswick,Maine 04011, having an undivided one-third interest in the premises hereinafter described,and GEORGETTE A.MITCHELL, of 34 Pembroke Road Wellesley,MA 02181, having an undivided two-thirds interest in the premises hereinafter described, in consideration of Five Hundred Forty-Thousand and 00/100($540,000.00)Dollars, grant to the Town of Barnstable, a municipal corporation having a mailing address of 367 Main Street,Hyannis,Massachusetts 02601,for the purposes delineated in Section 2 of Chapter 293 of the Acts of 1998 (the"Cape Cod Open Space Land Acquisition Program"), with quitclaim covenants All of our right, title and interest in the land, together with any improvements thereon situated on the Southerly side of State Highway-Route 6A in l$arnstable,Barnstable County, Massachusetts, as shown on a plan entitled"Plan of Land in Barnstable, Massachusetts,as Surveyed for James B. &Ruth H.Mitchell," dated May 20, 1972 drawn by Down Cape Engineering,which plan is recorded with said Deeds in Plan Book 257, Page 57 (the"Plan"), and containing 36.04 acres according to the Plan. Reference is made to the Plan for a more particular description of said land. The within Grantee,by accepting delivery of this deed,agrees that the land described herein is subject to the following restriction which shall be a permanent restriction, shall run with the land, and which shall be binding upon the Grantee and any successors or assigns: The herein described land may be used only for the purposes described in Section 2 of the Cape Cod Open Space Land Acquisition Program(Chapter 293 of the Acts of 1998)and this restriction shall be enforceable in accordance with Section 3 of the said Act. For our title see deed dated April 22, 1996 and recorded in the Barnstable County Registry of Deeds in Book 10172 Page 193;see also Book 10875 Page 170. Property address: 2560 Main Street, Barnstable,Massachusetts. �y �r BK 12136,E PG226 1336? EXECUTED as a sealed instrument this day Ma .of 2000. Od 6• Nrtizeriek_ es B. Mitchell,Jr., Trust the es B. Mitchell Nominee T t ..•47/1-‘`cfr5 Georgette K Mitchell COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. /Via 4, , 2000 Then personally appeared the above-named James B. Mitchell,Jr., Trustee of the James B.Mitchell Nominee Trust, and acknowledged the foregoing instrument to be free act and deed,before me, , r�tiK ZI/ .ct ♦`y�� fit NotaryP blic: Put J. ,cr • My commission expires: Serf .e- moo'••, .,•,'' COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Alai 6 , 2000 Then personally appeared the above-named Georgette A.Mitchell, and acknowledged the foregoing instrument to be her fr and deed, before me, • a*.). Notary Publi : . !1,Al�Ca My commission expires: C,ozpi ,S .2• .o ;0b u., cf .,••,, s • • BK12866 PG227 13367 BARNSTABLE TOWN COUNCIL ITEM #: 2000-0063 INTRO.: 01/20/00 • APPROPRIATION AND LOAN ORDER IN THE AMOUNT OF$543,500 FOR THE PURPOSE OF PURCHASING 36.04 ACRES IN BARNSTABLE VILLAGE ORDERED That the Town Manager be authorized to acquire by purchase for any of the purposes specified in Chapter 293 of the Acts of 1998, a parcel of land located on Route 6A, Barnstable, consisting of 36.04 acres, more or less, as shown on a plan of land entitled "Plan of Land in Barnstable, Massachusetts as surveyed for James B. and Ruth H. Mitchell Scale 1"-100' May 20, 1972,"which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 257, Page 57, and to meet this appropriation, the Town Treasurer, with the approval of the Town Manager is authorized to borrow $540,000 for the purchase and an additional $3,500 In related costs and that the Town Manager is authorized to contract for and expend the appropriation made available for this purpose and to accept any gifts or grants in relation thereto. DATE ACTION TAKEN 1/20/2000 Refer to public hearing on 2/3/2000 • 0/1l (7 )aii• rie - 3/01060l �9 )4,5 jtro a� C��t 4.) • vj�•A'.TRU '�TTEST 4 /1 : is • A n $'i �V '� . • "0. ,•• .LE 17 1 • E31k 12866 P0228 13387 TRUSTEE'S CERTIFICATE I,JAMES B.MITCHELL,JR., Trustee of the JAMES B.MITCHELL NONE TRUST established by Declaration of Trust dated July 18, 1997 and recorded in the Barnstable County Registry of Deeds in Book 10875 Page 161, of 56 Hillside Road, Brunswick,Maine 04011 (the"Trust"),hereby certify as follows: 1. The Trust is in full force and a ct and has not been amended from the document referred to above. 2, I am the sole Trustee of the Trust and am duly authorized to execute this Trustee's Certificate on behalf of the Trust. • 3. I have been directed by all the beneficiaries of the Trust and with such direction have the full power, authority and legal right under the Trust to execute, deliver and perform any and all documents in connection with the sale of 2560 Main Street, Barnstable,Massachusetts to the Town of Barnstable. 4. The documents described in paragraph 3 above constitute the legal,valid, binding and enforceable obligations of the Trustee and the Trust. • EXECUTED under seal this .44 day of apd.. ,2000. By: es B.Mitchell,Jr., Trustee o J S B. MITCHELL NO E TRUST COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Mt ref/ ,2000 Then personally appeared the above-named James B.Iviitchell,,Jr., Trustee as ,,,,,,,,,,„,,,,j aforesaid, and acknowledged the foregoing instrument to be the free act and deed of tlyse4K ,,.,, JAMES B.MITCHELL NOMINEE TRUST re me, ;r . to"cy ...s ig io X VT 's�•!4. Notary Pub - ° . :� `'•''� My commission expires: gelpi . F z000 '''°,.,,,,;,,,.,,,ti�,`;,,,,' 1111/4RNSTABLE REGISTRY OF DEEDS 2'd 802'ON b0E'ETLL80Stanan0SQNmmo Nsti9 Wd92:I eeez.9 'aEJW °K DESIGN DTw: �,1• ROOMS-5.,w GPD-550 GPD RED.PLOW 1.54 ONE CJ,ANDER TREND,.13.03W.42.55•2 Crr.DMn 7 BSIDE OTTOM:12.63.•25-5.59I 2.531.2.0-221 9r ' 766.O.T.-566 GPO TOT,PLOW MONDm ,c �`., • 566-550-i6 GPD IN DESERVE rtT'v'r.. IC`\ WE NO tiveg MVOS.ALLOWED L ( LOCUS MAP ♦ - _ GENERAL NOTES:1 1 I /w \ 6. Huvra••SeTA aLx L�./ la 1� �� u.�6•z<s BOCK 51 PAGE 45 • a`��«aq. cs,DDo 5.r. ♦ ems: 7K. .9 ew.E \ ��z' - .REAR.JS •3'2 OVERLAY DISTRIC!W s 't .a,W / .`� ``•gym L•32na ♦ • / .'` `� b LOCUS iS NOT INA wSiwR IONC 11 R.6,.50 ,/ ,...... ; i Dy4 LOCOS 6 rx TALC GR,r TAdE AWL D6RICT LOT 6 's`'A 4 '. 555.20s 05 — a'" ' 87.3141.,S.F.,'•4 e „' L«aIs�s�x wD.�x69 nisrowr DLzrwcr • • \ \ ' e PRgp5E0 LOT COVERAGE: wT COv[RBYG\YEWNG,POOL. AND _V4 / •..\ \ ` • TOT COVER BY PAVED DRIVEWAY.22% _y..' \ .\, PLAN LEGEND 9.19 DST m COTT . i \ aM�• � AL D as DDD D- W.A,25DD,�5A, LOT5 �ro.\:i� ........._. .. \ ` ... ._...... WAwR.ui.16.:014 10/11 n._wn ;evv .... `% \\,,,,1 «-_- .ausLo..m�eweE • • o .4. 0 �.... .^� PREP..TOR sire PUN © iniiINII ... ' Krv! ,AL • A60�ABERIf WAne t,w, .e A°' BA AG1L !!5 ♦ ..... iiwR vxrnurt / . JAR uw i6.2oi. _ ........_._ ALE / w .r ; , to • .... .w M'o"'e Wormµ EAST pOrl.BO262 SpLiATP.S EAS AWOOTH.NIA55ACNUSETP3 G2536 P R.EPnUrvV:50B 540.2534 5.051,1 EY®AOL.COu LOT WIDTH The width of any lot shall be measured wholly within the lot at the building setback line along a straight line parallel to a line connecting the intersection of the front boundary with the lot side lines, except that an owner of land may establish his own setback line at a distance greater than that required, and the lot width may be determined at the setback line so established. �: °asFit, a i''otyrim—l'AY'41tips",111:1111:-:114,:,:t1;!!!!;,;1-1:17,1!,,,, s'd *17 � Ii Legend �,pp.,�� }yj<, Y'1 N "'Jr ' "'' aOZoningDistricts xa,.,; : ww� a �! � a '% v% • • : . ,r Parcels xa :...." it ' 1 'Town Boundary, �,.n, ' `' �.i .. `~ lk ! Railroad Tracks � � a;' ' r"' � � _ f Buildings , ` 1, ;;. %;, • V ,..tl <a ✓ t�,_, 5% �1 -.,,._ Approx.Building }• / J Buildings t t sF t� , Parking Lots :. l, i/ `, 1- Paved < j s � ate. Ar z Unpaved � _ ,.., ti .�,,.....,---- Roads . ,- -^--t___ • - ,� "' .. Paved Road �,� .�....._.. - -+'-^ 4- .- . � t ;'+: unpaved Road 1. _} -+- _e i r t: ll2 Bridge ( ` '� Paved Median t; '� l,� l �1 Water Bodies }� tEEE N} `IS M St 1,, " t \ 1• , \t \ • S , Y ', `� f 4. 5 E l 3 _-„- t �: \• „....- I g ice- ...,, X ®,.... ~Ylyy li \ 4 Map printed on: 7/8/2019 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026d1 0 333 667 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1inch= 333 feet cartographic errors or omissions. gis@town.barnstable.ma.us Bowers, Edwin From: Bowers, Edwin Sent: Monday,July 08, 2019 2:18 PM To: 'rileysix@hotmail.com' Subject: Permit/Application:TB-19-2102 at 60 ABERLE WAY, BARNSTABLE for Building - New Construction - 1 or 2 family Residential Your application is denied as submitted for the following reasons: 1) Incomplete construction documents as required by Chapter 1 Section R107.1 of the MA amendments to the 2015 IRC (9th edition 780CMR) A) Stamped plot plan needed B) Letter of buildability and supporting documentation C) Show building code compliance of construction And, if aggrieved by this notice; to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof) with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 • \'..fd r 0 r A I i",, ^� ,-;1 /i 4/ ......,1 1/wit y ' s a,. b • / / 8' / a u l - -g° gN e / §( / , / k :Y ' is \ % ,� X Y SLR" 8 '-yAN� / / F / �tl v / w / 1 6' s��, * 4 \ \ m s s rl . `gip 1 \ " �� 6 / T' II e: 7 © . J i ;5,,;1G RTRS 3 y rkFr _�__ oa� N ; 71 �Rg vSo P.,do 4 44 n9 ' „ © �$ 'V 'Eo gym•% - 1 ® .. � n t, I m-� - No %. 1 1 ® , /••• I,, g m Y esi-49 1 Z § $ " O a Q • N . . 3 gijilii gBN A h z $ k R q K k w,,. iU X j k a K tl i 0 A ' a a o - ;I 4 i F 3 c Y o, g N �..so-zI Project Name. 1 1 (btes J Address: Permit#: Permit Date:__/1 3 if9I&I -Y---- \ P: 0257- 0! b 005 LARGE ROLLED PLANS ARE IN: BOX: 13 1 SLOT: Od) Date entered in. MAPS program on:_ 471f/ -°1 I 4___-____ By: - • • SUBDIVISION NOTES \ \/// /0 / \ '\ AREA OF PROPOSED LOTS- 372,550 SF± (8.55 ACRES±) / • /i/1' . • I \ AREA OF PROPOSED ROAD- 30,123 SF± (0.69 ACRES±) (- i / /1/1 AAs I \ '\\\ \ TOTAL AREA OF SUBDIVISION- 402,673 S.F.± (9.24 ACRES±) / 1 /i// / I `,\\ ;-\\ \\ 11 �` THIS PARCEL IS WITHIN OLD KINGS HIGHWAY HISTORIC DISTRICT. O ROUTE 6A THIS PARCEL IS NOT WITHIN AN AREA OF CRITICAL / !/ // I / /' ENVIRONMENTAL, PLANNING OR HABITAT CONCERNS. I ''I \ j \ l AP GROUNDWATER OVERLAY DISTRICT(NOT A ZONE 2) COMRAIL __ S.- , __- ROUTE BA A.K.A. OLD KING'S HIGHWAY IS DESIGNATED AS A I /I ii -__ _ __-- SCENIC ROAD. o'S 6P I I .- -�_- TOPOGRAPHY FROM TOWN G.I.S., FIELD CHECKED ROAD AREA. E? .1 ' \ \I I -_--- \ //' LOT LINES FROM PLANS OF RECORD AND FIELD SURVEY. 'i \/1 \ PROPOSED ROAD LENGTH: 633'FROM SIDELINE RT 6A TO END 'S1,, LOCUS _----___-_- Ightl iI/ \\ ___------_- " OF CUL-DE-SAC. O,S, /al WhJvIASS_ el.T:C_-__-- __ GENERAL NOTES: DA rT R�AD_ _"_________ ________: 1. STONE WALLS EXISTING AROUND LOT PERIMETER NOT TO BE 1 lV 1 L - \ DISTURBED. J -1.- _ _ 2. ANY INTERIOR STONE WALLS TO BE LOCATED, ANY ROUTE�� S�/- / - 1p2.78'-- ,_ t -- ADJUSTMENTS TO BE APPROVED BY OLD KINGS HIGHWAY .may- I »I \ ` - _-\ - HISTORIC DISTRICT AS APPROPRIATE. LOCUS MAP SCALE 1 2000' _ - �"/' tt�� 3. SEE WAIVER LETTER FILED WITH PLAN, WAIVERS FOR ROAD, __ '1-` I PAVEMENT WIDTH, ETC. REQUESTED TO MAINTAIN `P ---- y�p0 PROPOSED ----I - t.m // \ RURAL CHARACTER. LOCUS MAP '/' < /EASED. , \ \ 4. S-FORM REQUIRED, MAINTENANCE OF MAIN ROADWAY TO BE -\ / ---- AA__/(c9 a, t \\y \ SPLIT EVENLY BETWEEN ALL HOMEOWNERS THROUGH BINDING SCALE 1"=2000'± \\,,' �Y ��, ,Pr it -. \ `� _-I-_ __ AGREEMENT IN HOMEOWNERS ASSOCIATION DOCUMENTS. ASSESSORS MAP 257 PARCEL 10 / _ -3.._ 5. TOWN WATER PROPOSED, HYDRANT LOCATION TO BE ' \ AREA OF PROPOSED ROADWAY: 30,123 SF • REMOVE y \ 1 \ DETERMINED IN CONSULTATION WITH FIRE DEPARTMENT. IF ^' 0` / \ TOWN WATER UNAVAILABLE, BOARD OF HEALTH HAS AREA OF PROPOSED LOTS: 372,550 SF (2)3X/6AN= o�p�, / I I \\ 1 CONDITIONED FINAL PLAN APPROVAL UPON SUBMISSION OF TOTAL LOT AREA: 402,673± SF OR 9.24±AC �/n / / A' / 1 I 4 MASTER WELL AND SEPTIC PLAN FOR SITE. ti �]\,••. __I LOCUS IS WITHIN FEMA FLOOD ZONE C AS .� ,` / • _ 6. ALL PROPOSED UTILITIES TO BE UNDERGROUND. /� :/Jr ;oo , \ / \- SHOWN ON COMMUNITY PANEL#250001 / � 09 .N `_,'. �'Vr -3. v' 0003D DATED 7/2/1992 � \ 36 - \\\ ZONING SUMMARY �7 (� % �`�� \; �� ' LOT 2 / \\\ \ J/ / LOCUS IS LOCATED IN ZONING DISTRICTS RF-2&RG •75k �A a zs.o° \ \ \/'g' 44,115 q.ft. \\ ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT • I / \ \ 1.01 acres \\ '',: / i- \_ ' \ _4a.-\- / MIN. LOT SIZE 43,560 S.F. \ SHAPE FICTOR= 15.0 - \D,ay /c0:3:1 - \ f i� / // IIMIN. LOT FRONTAGE 20' P �\ % l`'\ �7 / \\ // / / I MIN. LOT WIDTH 150' � SI, 0' \ - \,' / / '' 1 MIN.FRONT SETBACK 30' SCR zh S. \ \/ '. A`'Ga. \ !/ / 1\ /' / 1 \ \\\ \\ MIN.SIDE SETBACK SETBACK 15' �Pl \ ' \s \\ / I \ `\ \ \ \ \ \ .t; I\ // / \\ / \ \ \ \\ MAX. BUILDING HEIGHT 30' 'y}' DRIVEWAY 'L\0\ �✓ J 1 / \\/ \ \ \ ZONING DISTRICT: RG RESIDENTIAL DISTRICT STONE AS/SHO <'- - 2"r \ N I /„ 6 / \\ \ 4`\' 'L �`� \ z \ \ \ \• MIN. LOT SIZE 65,000 S.F. 1, co , a v v. I A \ c. MAINTAIN 22'WIDE•• ' r, \ \\fhh h9.n / \\ \ \ \ \ \ \\ \ \ MIN. LOT FRONTAGE 20' \ H-25 GRADED AND" / o \ \ / \ /' \ \ \ \ \ \ COMPACTED SO/L g\\( \ l \ MIN.LOT WIDTH 30' \ FOR FIRE ACCESS \ _-" \ �\ - \ \\ 1 I \,, ,\ \ '\ \ MIN. FRONTIDE SETBACK 30' \= \ \\� \\, ci-w \ \ MIN. SIDE SETBACK 15' \ yTao, - 0' �, �\ \ \� z `\ \ \ \ MIN. REAR SETBACK 15' -' \\- --'\\ LOT Y -28-\ate- -// 4C, \ - \., \\\\ \ \� `^ \ \ MAX. BUILDING HEIGHT 30' _. 1�14'4,943 qrf. --,T�_---r--- \..\, \ �m \\ '•.\ SITE IS LOCATED WITHIN THE AP WATER "�_��\ ,\ \\ V.03 csl "yp_- 1\ f'\\°t \ \�\\'- _--- z N \ - PROTECTION DISTRICT \ I\\-SHAp.E FACT 31 A6.0/ - \\ \ \ \ �� \T 4 \\\ N '��\ \; \\ 1 1 \ \ \ �p a SITE IS NOT LOCATED WITHIN A STATE • \ \\, \ \ \` 1 I 4'\ \\ i�-�-_, ZONE II WATER PROTECTION DISTRICT '�\ I \ 1-- I \ \ \ 54,731'q.ft. \ \\ �\ \\ I1\ 1 \ I '\ ,wa SITE IS LOCATED WITHIN THE BARNSTABLE \ \\, Iv 1.26 ocres dv� \ o \\ I \ �' - \ 61 `/------ 4z -z- FIRE DISTRICT --\;\ \\\\ 1 I I\ \ \ \ \ -\ �\ \ SHAPE FACTOR= 19:0 -\ __ _\ ,_-- \\\III \\ \ \ \ \ \ `° -- OWNER OF RECORD // \ \\ .\`\ \ .�\'\\\\. /e3 \ \\ \I \\ / \\ , \�- \\\\ ' �, T WILLIAM A. RILEY ET AL / I 1` `\\ \ \ $ \ \/ . C/O WILLIAM A. RILEY / \ ,',•\ \ \- \ \ zip' \ \ I \ a '\ N -- \.\\\ `'$,�\\ \ \ \ \ r \ 1 \ CA---i'< - z \ \ �� PO BOX 2120 \ y �- T -p \ \`\ BARNSTABLE, MA 02630 '\ \\\ a\\ \ \ \ 1 ' tom\ 1_ / ,0`. o.A \ \ \ \ \\ \ \ \ \ \ \ I ;\ \ \\� r \ A\ \ -- \\ \ \;\\ \ \, \ \, \\ \ 1 q�,,.\ 1 \ \ ,., 2 '\ REFERENCES g u\y /\\\\\ \�\ \s\\\ `\ \ \\\\\ \' \ \ 4\\.�0\\ N %'p v\\ o\ \\ \ \\) t. �\\ PLAN BOOK 175 PAGE 117 , \\ - DEED BOOK 26616 PAGE 245 \\ \` 51,391- q.ft. \I �k �a,G..'\ /) ,--'1 \ \-,\ \\ \ 1.16 acres \ c, / \ �\s\\ \\\ \ '\_�\ \\\\\\ \ SHAPE FACTOR dg76 \, \°\ '��-r' /) E Ar \ \\ \\ I S\fix\ •'\ \ `\ \ \ \\\ \ O D\dE Je \ ‘,a 61 \ / / / \ / 1f!I. \ \ '\ \ \ _ �\ ��\\\\\ --_ '•� 7. / / / \ �/ o As V A'.. II/ i `13 \ \\a - -\,'-' \'`'`.JIr H_ (.iTj\f,-�wr;; R=47�� --' / \\ • \ / ,/ I L % 7T : :i =\\'G- \\ 1-19• \ \ d',1\�\ 1 \\ \\\ \ //// ,//_iij ' TEST HOLE LOGS / ' \ /\\ \\ •''\ \ \�\ \ \ ,r \ ENGINEER:DANIEL E.GONSALVES,SE 913567 - / ' -- \ \\ \ \ \ \ \ \ \ 1 \ _, / / DATE: 10/24/12 /' // / // \\`\ \\\\\ \\\\\ \ \ \ \ \ "' /// �/\ • '\\" --- ' THI<4MIN INCH --' / / / / ---- \ \ \\ \ \ \ 1 1 \` ' / \ /' \-� PE''.RATE- / / / ---- . \ ,\ \\ \ \\ / '`-- / •-\ "---- C2 TH2/3<2 MIN./IN. __ \ I / cvss sons / / " _-.-` ,\\\ `\ \ \ .\\• \, , \ \ 1 I'i I I / '/ �-+ _ \t' .. TH D1 TH D2 TH OS / I I // ..\ \ \ \ \ \ \ \ \ 1 1 1 \,I1t :: , /'/ \\\ \ \ I\\ \ 1a \\ � I \\/ \ SL SL SL / \ e 35.8' 8• 29.3' 7• 31.8' \ - \ \F, \ \ \ ',• \ ' \ \ _ / - \ D e e I \\ \ ,, __-_- \\\\\• \\. \\ \\(/\�,\ '\ \ \\ /,., S .. \\ is Is LS \ ` 1 \\\ .\ \ \ '\p,\L O t ` \\\ \ �h�b- -___-- \\ • 3fi• tOM fi/fi IOYR 6/6 10 6/B A �\ I \\ \V A 90,�) '\6Q.f V A S. _ ' \\ 33.5' 38• 27.3' 36• 29.5' \ \ \ ��O ° e \�\\��\ " \ _- a, G ' 1\ /\\ i \I " A/1'E\l1-A T -,\20\ y -------_--__\\ is LS CgrIA LS nRu w PucE FIRM IN PUCE /" \! 1 \ 11 1 ` 5,N' -_-• - \ LOAMY SAND IOs• f01R 6/2 21.0' 96• 10YR 6/2 24.5' ]/ ,\ I ,� it 1 11, 11 \\ \ ,60' //o\" \\ _- mu IN PLACE \\-/ \\1 II 11 \__ // 62' _ 4-__• ____________' /\\ 10YR 7/3 FS Fs I 1 1\ _-_ \ / POCKETS FlNE SAND FINE SAND i\\\, / I � I \ \"'' "--��- .__ \��- / \ 10YR 7/3 10YR 7/3 _ ___-" _ __ -- 132• 25.5' 144• I80' 1N• 20.5' i \ ' ll 6fY-- ,' NO GROUNDWATER ENCOUNTERED / --- ' /' \ `\�- '" '" \V: PRELIMINARY - \ \ �6 / C. \ SUBDIVISION PLAN IN /'BARNSTABLE, MA IVIA 1 ]G �h\B9 #2519 MAIN STREET' 66 ' y I ' -- \\LI-C / SUBDIVISION #822 ‘ ,.. \ \'l/ \\\\.\ // 1 i▪iE ' , /!///. \\ \\ \ % \�\ \ ,jam/ 016:94 / i - /' / I \. • • -_- / / - ---- 1-----/PREPARED FOR I 'I \ \ \ ; \\\\• \ / ,/'/ i/ / ' f,IJ. ELF ' /' \ \ \ \. \\ \ \-I-�/' // / ,'/ ' 00 // - WILLIAM RILEY __ ▪ 4� DATE: SEPTEMBER 27, 2012 \ \\ \ , �,�' ,„-,-,A,-, orf soa-36z-anal \ \ - -'' , / •'/ - I fox 508-362-9880 REVISED: NOVEMBER 15, 2012 (ADJUST ROAD, NOTES, ADD TESTHOLES) --- _/'/, REVISED: DECEMBER 10, 2012 (PLANNING COMMENTS) \p.H. _- / downcope.com REVISED: JANUARY 3, 2013 (PB COMMENTS- ROAD) \\\ ---- „, / /'//,' // ,.. down cape engineering,/nc, Scale:1.=40' • \ _ ,'// // ,' civil engineers - /' / / / / land surveyors 0 20 40 60 80 100 FEET ' /' // / ," ' 939 Main Street (ate 6A) / / DATE DANIEL A. OJALA,P.L.S., P.E. ' "-- YARMOUTHPORT MA 02675 ❑DCE #12-240 01-181/12-240 PRELIM SUB.DWG • rt?) _ 1,ct, c o V-3I / \�o o ASSESSORS DATA: �/ / \ \ O \\, MAP 115 BLOCK 0 I 0 LOT 005 I N \\ REFERENCE DEED: 2CC 1 C - 245 \ �eF / �PL // \\ REFERENCE PLAN: \ ',. 2 " \\ N BOOK G5 I PAGE 49 N. J — 116 i \ LOT 6 \\ ZONING DISTRICT: RG 433 S.F. F \ S MIN. LOT AREA G5,000 S.F. UTILITY EASEMENT / 87,3 14-�- S.I . \NGO FRONTAGE 20'MIN, L=32.48 U'\ WIDTH 200'MIN. R=67.50 ' •\ Q' BUILDING SETBACKS: \ v? FRONT- 30' 553° 20' 50"E \\ SIDE$ REAR- 15' I S.00' \ OVERLAY DISTRICT: AP NZ, \ Tts• \ \ LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE \ FEMA DATA: ZONE"X" \ \ MAP 2500 I C0554J \ MAP DATE: JULY I G, 2014 . \ \ CP --.. ,,:ali';5 •\ , _, Vvtw0 \ �. S ce,e i' \NS GpnGAa��O' ` \ o i tova l CP\ O I HEREBY CERTIFY THAT, TO THE BEST OF MY •C2;W KNOWLEDGE, BASED ON AN INSTRUMENT SURVEY, 1 \, \ FOUNDATION CERTIFICATION PLAN THE STRUCTURES SHOWN HEREON ARE AS \\ For: 60 ABERLE WAY BARNSTABLE, MA THEY EXIST ON,T , �IID. j \\ • ��.\\\ T',Ass, i } \ DATE: OCTOBER 28, 1019 SCALE: I" = GO' LA j O Q Si IcpHF-1' J�v \ 0 60 120 Feet ♦0 07559 ♦ ; 4 �♦ O E S S\O��: 0- ; b.!. �, /1.tr c �R,�F 44 v 5 v; 32„� Stephen Doyle $ Associates '" S62° 52' 32"W - g° 21 P. O. 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II'I , II II _�.--- I --- �H11 11mI1 a11.11 11 IiIIliU hIm unrlm li, n I n gw ', al......i.u.11rlmrl a m IIrIaMaIIlrP—P - uu rr I11r11 —f— __ —I'— ialal■lmiglwl I. _ 'nnaurauwnlm , Ilninrl—. Ilrmlll�alrwl ■ • I II.: I � r I CIE 1 mr1®larnnlila�Iun rr�1lw�nl1I1mmn®u _ I�wlrnannneon _ �JU I 1 11w®allwumortrmna`In1�r- - _ li m u r — ra- ■ I1� 1 urn 1491cJ.j1■uum® rrlllattiren'su di in1 om w Ihsiirmil. I� Oalrlrrl,n::n llq-I.w 1..A7�u®olwll lAw e' �11/C I �, ml i 1 III III manIlLaI1 I a,numarI1!�l?�Jalp Ig Pw�mall(1m■ia ...... \ r`y '• MI w r 1 iffile�INw.:na=f n9na0iui!I,tfiPelli v,r7 nQL'l �Ifr"% '1';PD/�IVIORPMMIt.fr ! \Y44/"//'\NIi� Y,,i; ,r :{..,/ ' ,... I I�wvx__ a�Vx,;✓�_- v✓ -- .-BLS/_ .,.::ayl'y..', '� ,'✓'. ��: - _��'sti`,",;. k 1 NEWHOUSE FOR: BUILDING DEPT. JUL 2.5 2019 MR . WILLIAM RILEY / (PULIT PROJECT) TOWN OF BARNSTABLE 60 ABERLE WAY BARNSTABLE , MA , 1 SMOKE DETECTORS REVIEWED DESIGNED/DRAWN BY: a,, '.5 q,- 1.a.- tc BARNSTABLE BUILDING DEPT. DATE THOMAS A. MOORE DESIGN COMPANY ��A P.O. BOX 2124 949 ROUTE 137 FIRE D- TMENT DATE 1TH SIGNA RES ARE REQUIRED FOR PERMITTING BREWSTER, MA. (508) 896-6403 STRUCTURAL ENGINEER: BLDG. CONTRACTOR: E R IC CE DE RHOLM BILL RILEY- RYCON CONSTRUCTION TRANSITION ENGINEERING P.O. BOX 212 • 38 HIGH ST. P.O. BOX 576 DWG, NO. : BARNSTABLE, MA. (508) 362-5456 COTUIT, MA. (508) 404-0358 T Tl ©BYYTII I MASGhT A.0 MOORE DESIGN CO. I z 0- 143 E- U / 11'-6' / 3'-6' / 14'-0' / 6'-O / 14'.O' /' 3'-6" / 2O.0" / Q X Z CD / 3'4" / 7'-4° ,/ 3'4' / • / T-p / T-O^ / _ (W U,) Z Q O CC) V. PATIO e - ag ` f'-4 j 2,-O'/2'43" 3,4' 2,0'/2.-O' '-4'/(VERIFY IN.FIELD). C d O 0 M TRANSOM TRANSOM TRANSOM ,°� III 1© �-� ABOVEDry ABOVE❑j ABOVE❑H cD • // \ ANDERSEN ANDERSEN ANDERSEN �— / a• _� FWH 3161 ISL FWH 6061I _ PN'13(5)15 ✓ ` w C3 Cr) f a f b r-- - - 4 Q z °o OUTDOOR a b SHOWER x �. © _ _,.- J __ - '--J -— • 0 4 • i - sod I, - �\f '• ( -, 2d-1: -.-I r--, C- 0 • pI I ` w I I —t rug, y' SHovve,,/ / MASTER BEDROOM ��?BI IL n - I I ,n ANDERSEN Q (V 4.1 4"' _ \a/ -VN5 , I I -,"4 \ \ FYA1�061 .. rn:.r�.+. t \ •\ •\ (� (/) x . \ L J L J -J L--- `? WALL REP .. •;, z 5Q O C�- +I ; \ - F...,. 7 i 7 r--- iv OVENS -- - �.i! a e ..D i b LIVING - 11 — �i/ ° W� 2 0 . _ ge i MASTER P P. . ROOM I�1 TYPICAL 12'S° 1 F. a: m "6'"6'8" COLUMN ,� ` BATH ( - (COFFER.�D CEILING)- -- - I I I / F O OF SECOND y` rf j�,r�, _y--_-J - _ _._ ..J L_-_J �i _ I 0.1 FLOOR ABOVE ZO 2'6 6'8' Imimmnimi II I w r �`G � PKT.DR. -- __ ,�. ,.- I I II I I • KITCHEN94 '( % c. I 7 1 W. y;L %CS*FF CABINET j TRANSOM b / T>. A NDRY 9 _-LAY T WJOWNE .I O K ABOVE , I v / or\• I [[[ I / I o `JI C4 >' Q '6: .c$ 9 I MASTER / I e L__J L L_ L__Jg� —, vW I ` b'� ''' \,fir/ J I WALK-IN//G/j ID T.DR. �� 1 �I COLIUMN52'S0. LI I © O W s ,s.' 4,r ' h / CLOSET, / I G.x 68' V it b+, 1 © • / / e. x Vie^ —- I L II — 2.6•x 6'8" I I QOR. N w � / -- ARCED J�N'G-'-- C� --II POCKET. ��+� 6. / `��/, _ - �� a 0' 1 e — PANTRY 1 Yf( Z >t E-cv 93 "4, // J D:.!,. ILL ''2'8° 4'O'2'8'x 4,0°''''' ';6/'"g__0 Q 4•+I CLI•I�® 2,-I' r a i I "�� b� Q OM(�/j�cc. -6.,� WIN r�'N WINDOW / '' K ,-1 W Z / , + �: © z�a i 1�v I I I of .._r� 0 Q CD Y \ aaa�vse s� � ., // L _ FOYER II I N © I m �`� HOME G .• (OPEN TO� I IARCHI v, ( 4'�' / 5,01 &.. E) OFFICEZ N Sillz 6'-4" 41 2'-2'4, 13'-O' N )1� g.6. p ;�� 1044 ��` I� Fy II I DINING ' m W �I _. r� yt „r. ,. ROOM 0 a e C. I� ›—' 1p ). 1L/ �� cG of UP �� I = w„�y o s, yso ►,.,- o� 6R® I I - 0 Q $1 q m m I // %_��`p°ppp'��O / % (° II `o�� tivs,.+:/;Gvz�L'[=. 1.'Ow.>.:.1 I LL W ,-', Sry�a '/ vG2`o ,, �! IB'-.L I' 5.L. \ a / b b C/f p +r4 pQ r ai':, O �. COVERED\ d 4. /0 ` '� "'1 E"" /�ti¢ � 6.�.� PORCH p p D uNe of SECOND I • -I �"' , si,S'F1 ti`�/ A'0. 'L• /,9�I 5-S 6-7 / „11,yyt ,-S° 2,9' 2,-S. I..S°/ FLOOR ABOVE I v) CO Z '1a. j' Fq •%a.. _—_;le,N d _ ___ lam, per' Ar a FLo c:, .< . . . • 4 \ TYPICAL 1 2'SQUARE NOTE: /•P 2P 2, ' , COLUMNS AT PORCH THE PLANS SHOWN ARE O' 6' /I'-6'/ 8'-0' I' / 1 1,6' / 1 O-O' 2,0 THE PROPERTY OF / /0 SOLE R J �` �`� THE DESIGNER AND CAN Sry � r NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE ¢ 16'-6° 13•-0• s•-6" EXPRESS WRITTEN 4ry® oy ,�'// / / D�SIGNEROf THE �° ; +/� GENERAL NOTES: SCALE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FIRST FLOOR PLAN I/4N= 11_011 9; DIMENSIONS IN THE FIELD FIRST FLOOR 2254 S.F. o. 1,P %'<, / 2.) CONTRACTOR TO VERIFY MATERIALS,DETAILS 6 FINISHES SECOND FLOOR = 1725 S.F. DATE IN THE FIELD WITH OWNER GACOVERED PORCH GE = 39I S.F. 7/24/20 19 •p, ® y 3.) .ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ryp FIRST FLOOR TO BE G'-I I"ABOVE SUBFLOOR(V.I.F.) PROD. NO. 4.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS ©SMOKE DETECTOR LOCAL CODES t CODE AND ALL OTHER APPLICABLE ©CARBON MONOXIDE DETECTOR 20 19-173. - o. 5.)ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES, ®HEAT DETECTOR DIMENSIONS,AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS STAMP : DWG. NO. : SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO y„-'---o:_ra.- COMMENCEMENT OF CONSTRUCTION.PROCEEDING WITH CONSTRUCTION ,,�✓` CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, 1, 1,-24,? fix Er 1, A 1 ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE I• L z - BUILDING CONTRACTOR. i 6LP/ : G.) CONTRACTOR IS TO REVIEW ALL STRUCTURAL REQUIREMENTS WITH STRUCTURAL 0L 5 I 0 15 20 ©COPYRIGHT 20I 9 ENGINEER PRIOR TO THE BEGINNING OF CONSTRUCTION. 1_Is/ii ` r/�wer/////�., iu+r�wru/v/(1 .� it .rs//rr/ ' BY THOMAS A.MOORE DESIGN CO. • • LA 2 U / I I'-6' / 3'.G• / 14,0' 6'-0 --/ 14,0 - • 3'-6' / 20-0 / Lz O LZt]LI ' (GABLE DORMER) (GABLE OORMEW ,_] _ U z 4'-2' / 2•-10 2•-10 4'-2• / 3•-0 / 3•.0 / 4',2•. 2'-10.i 2'-10 Y 4'-2• / 4•-3' / 2•-ICY / 2'-10 / B'-I' /2'-O'/ _ (4 0 T E.- U X_ 40 O o . 0 Z m .. / C C C `•� C C C id +— , —' fL' b w �2+6.68 LL �p \ Tye, �y�, w C 7 (22 BEDROOM #I % Ca z BAATH #2 m BEDROOM #2 Oj c) ° 'I b b 4 O rn 3 41 b I7-6' ,/i) 51.17• 14'-I I.. " / 2,7' 18,0. i '� m • N Li - I 7 'TU01 . R - !� ° sna'�ER - N a N W h I \ ROOF AT w Elj ♦ b 7•-2• 6'-5' ? 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'�O¢/ 2-6. / 2-6, / / 2-6. / 2-6• ♦ :2-0'.: 9-0' / NOTE: t. / 7-G• , 13'-0' / 7'-6• / THE PLANS SHOWN ARE THE SOLE PROPERTY OF s-0 4•.0• 5'.0 4.-0' 28'4Y THE DESIGNER AND CAN •t9 /(GABLE DORMER) /(GABLE DORMER) '� (GABLE) v NOT SE COPIED, REPRODUCED AND/OR WINDOW SChEDULEST°E THE TYPE MANUFACTURERS UNIT ROUGH OPENING REMARKS CONSENT OF THE 6¢ A ANDERSEN TW 2452 2'-6 I/8'x 5-4 7/8" '400 SERIES"DOUBLEHUNG SCALE : B " " TW 2052 2'-2 I/8"x 5'-4 7/8" '400 SERIES"DOUBLEHUNG C " • TW 2446 2'-6 1/8'x 4'-8 7/8° '400 SERIES'DOUBLEHUNG I/4"_ I I-011 0 " TW 2432 2'-6 1/8"x 3'-4 7/8° '400 SERIES"DOUBLEHUNG DATE : E " TW 20310 2'-2 1/8'x 4'-0 7/8° "400 SERIES"DOUBLEHUNG F " TW 2046 2'-2 1/8'x 4'-8 7/8" '400 SERIES"DOUBLEHUNG 7/24/20 19 SECOND FLOOR PLAN G n TW 24310 2'-6 I/8'x 4'-O 7/8' '400 SERIES'DOUBLEHUNG PROD, NO, H CUSTOM TRANSOM 3'-O"±x I'-9"±N.LF.) CUSTOM TRANSOM WINDOW OVER FIXED PANEL J " CUSTOM TRANSOM 6'-0"±x ILO",(V.I.F.) CUSTOM TRANSOM WINDOW OVER FRENCHW00D DOORS 20 19-173 © SMOKE/CARBON MONOXIDE DETECTORS K CUSTOM TRANSOM 2'-6 I/8°x I'-4'±(V.I.F.) _CUSTOM TRANSOM WINDOW AT KITCHEN L " " AR 5I 5'-0 3/8"x I'-5 1/2" _"400 SERIES'AWNING STAM P : DWG. NO. : M TW 21052 3'-0 I/8 x 5'-4 7/8° _ °400 SERIES"DOUBLEHUNG ., _F4;;•• N AW 2 I 2'-2 S x 2IN OW __ °400 SERIES'AWNING s P A 2 NOTE:CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF WINDOWS WITH OWNER Id/s::¢,:.,i I AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS •,+y'' COPYRIGHT 2019 O yr 5rt ri t r7i /ars4rlM O I r✓riircrrrr/r2O ()COPYRIGHT BY THOMAS A.MOORE DESIGN CO. 1 I w (dQ Z a Z F: 3 5 wz z F 7z'-s• • ¢ , z 23 o g ' 4 r 1I-G' , 3'_6' / I4'-O' / G'-O• / I4'-O' r 3'-G• , �' [.[] - x Q - (GABLE DORMER) (GABLE DORMER) U U Z m Q F- IY cC O o () LO E• d L[) Q 0 w U o ch 'Low ROOF BELOW Q / \ _,, — b� /\ ‘- \ / Ai C b Q :02: / CI3 _..; EN . oaa t 40 0 Lal NNi. \ / . / / E z Q x in (I \ / "''''' '1 Ai w =CD O x E- C m E� -I;k f \ 17-1 o 0 s \ I Zi a I \ _ 3 \ 5 ti UNFINISHED Q z �] \ LL1 ATTIC \ W Tg RIDGE (� N LD N E L ---_ _ LINE OPRIDGE ABOVE --_—_--- `— TOO PJDGE �' em1. / I i < F3 $ 0Q�O f/)COo / \` J FULL-DOWN ' //r I m— — •O<co O \VV STAIR BELOW o / / I LOW ROOF BELOW §8 1 I N2. 0 -� /� 4. �o- 1 \ I to w L \ N F CO \ / I I 1 1 `\ / I I I Z0 - I I , \. i i i! 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The PLANS SHOWN ARE SECOND L III 1e11 11u111°r_BUM Lim- - ," LIMP Mlm I rinlioin-Tillilillltmptielgloh AI 11 1111r1n1°®- - N11AI11LD• 4lntr1 10alntumt1111r11n11111rlllmanrll•\ THE SOLE PROPERTY OF `TOP OF PLATS Ili Irurlrllglra•' _ .:.I10111n�1� �811,�1nQ�lY�InrMm�11,1119wL117Ii}IB/aIJ1 9!I_L THE DESIGNER AND CAN_ hull ,LW'I=e-Un"' -- NOT BE COPIED, "IP III III REPRODUCED AND/OR III ,11W1L11 1 •...' I I I:. 1 L.:-- un. . .• •..n I .nr L. w I , ALTERED WITHOUT THE 111 mums I111 11UI1a1 1 1 Irr Ingl Ira !I 1 min -�Igrlll •nl:. Imlll hllahlIllrl 1 1 I Irllun�l Ilr'ulrlmimin Illnr n11 4 mrnn mn 111E w_n I ■nlmull�-§l'� i 1ili'iiiihLIffl� nil_ n I unnM& IIII Illllln .I -•.•-•-•SL. ••-.1.1.__,. Lin I --P!.._-.Ir--a.. _ I EXPRESS WRITTEN 1111 q1 —_ 11 lilnni I IhIIu iIILt-' mlII rml Ir1 11 1 1n111•• 111 ye I CONSENT OP THE 111E // I/// I I lllelq I clan lllr III 1u®11 a 11 �I I DESIGNER ill 4.111011� IlIW I 11 li II U nln clung", 11�1 mgrll II l I IIII I ( Ill II IIII n� m u t nturm 11 /// '�111 AA III Imm�ln 1 11 IIII, IrUi SCALE II l I IUl IO 1 luU�® KM In1♦III nn um 'Ih n1 --_ I I •Ir I I _- IL . CO NEL a a6 IIII 1q11 e1lllr r11111. I'rl I IIIBOARDS 11, I I II u= '-0" 1 IIIIII1nIIIII, n l/ 1 11 IIII j it Ilanplq ■ I/4 I -O I I Ihlll rnlgi ll�l® 1 1IIrrIM U I __ nn m'"" "11 naiim I No •L.• — I .• ill j 111 g1r111t1 lei Is�Irrgum _ igrlrlru nenr.I...—lhlIIIIIIin: 11 I : mile DATE FIRST FLOOR -..I. Ill 1111E IIIIII Irllln Itl gill l UI min 11nnln1l1 II ll°Iw/ j 1111r IIII Ia �,..�.. SUBFLOOR 'r: 11 nitrll lllrllrleilnral ill/ I Inllliln rill (lull lio II III II ,.•,,,, ;,1:1,.•: :II m n,' nn rrlu ®® !�m1; 1 I roII1 A11111101111, nn rn■r In 7/24/20 I9 111 aril • Y�� I I uriI ullrlln _ RAIL ini1ur1r1iln 1 11' lm.l I MU I II 117 : ! --1:z4,-$9 n nlr N tum® nu m r ul nnnntrrin ®1 un uI 1 rl I rr� :.•- A. •:. PROJ. NO. 20 19-173 LEFT SIDE ELEVATION DWG. NO. : 0 5 10 I 20 A 5 ©BYOTH IMAS A0 MOORE DESIGN CO. I, ir�, tr ..v,,,w,w7,+1 �rr�et,w,-n.1 i u � �irr�fir»'ii 1 i • GO cd y • 72'6' - • / - 0. Z H: ' z z F . LJ o )� o = z z Lo 0 T- M / I I'.6• / 3'-6' / 14•-O. ` 6.7 /.. 4-0 / 3'-6' / 20•0 E'- - X uzm .4' I Fe DIA.50NOTUBES Q AT 4'0'UEEP / 3"8" 3"8' / C O Q co NaiX2W 1 '7 \ / B`5• r C7 0 T 12,__' ' =;, EN �Y C] z 4_J • r • 1 w III - I b O'DIA.50NOTUBES LTJ O oo 1 ♦ (• ♦ 1 'H-��-- -J -. i-_—— i • L Jj1 - AT a'O'DEEP O Lf7 I • Q 1 I 1111Mar, 1111_ L I 2-P.T.2 x B's{� § 5,0" / ,r I- POCKE P.T.1.p 2+8 EDGER[aWI(I)5!8' TYPICAL 10.20 co Q \ JT� I A 1 STAGGERED�YIASFT BEHIND. I I P'T,2 x 8s a j6.al' I. '• P / CONCRETE FOOTINGS Q N [i] § 1 -F `TYPICAL '4 I EAM - -' ..-�v- M BASEMENT / 3 4*ROM BOTTOM O C/J " r I ir �e�E �icAL I �. _ -I • '� BILCO'C j POCKET 1 - - YPICAL 'CONC. co FOUNDATION WALL (� O ♦I I BULKHEAD i i ------ 4 —� O JI r'- BOTTOM AND MID AT DLE . L = O H a m o I I I v Mr' L- z ` -_-_ _ { . I w 6:6x;I iz/4 C Pure FTG. TYPICAL 3-ur DIN °:I— — --- I BASEMENTE �. `ry'ry -}- (� STEEL LALLY COLUMNS p �_ \ 0 O 0 _ \� 1 I III b TYPICAL 30 x 30 x 12" I H '1:- - 7, I - I A--� _ CONC.FOOTINGS ml U x� '7 ap �'I _ I • 4L �� L J 4'-mxa.mxlr C FULL CONC.FOOTING BASEMENT I MMQ I �J�x' / : • • /,�\. \\ v I w/4-I4 EACH WAY --- (4'CONC.SLAB) �- § I.4 // /- \ \ r = I 20-8' I 19'-I O' 20-3' I ./ m - Z \ I Z///9nd \\ II - .I 4 I 0 9' • ANC.FOOTING I-= 0 L2+ w / /pP�Ox' \�� I 1-T J .POSTG U- I' vd4-M4 EACH WAY I ( C\),�(S /,,„j'p \ a_ H55 4•x 4'x I/4.COLUMN ( r.� ,' /?O(j�� S\ -I I--� --�� w!6'x 6'x I l2'BASE PLATE @ FTG. ) WINDOW T -�■t' V �N Q Ln / \ TYPICAL 3-1/2'DIA. _ _ 2-13/4'x 1 1 7/8'L L'sZ/ , �\ STEEL LALLY COLUMNS _ %I— (FLUSH w/FLOOR) O �` ` E' \ I TYPICAL_ a {T 4-13/4'x 117/8'LVL'b(FLUSH w/FLOOft __ (\j / BEAM TYPICAL 30•x 30'x 12' _� I I - L- - -—- L - O y / \ \ 0 POCKET CONC.FOOTINGS o I I n ~' ,-- -- COZ , / \ I-.._ - I I POST UP I N J _j I 1 / / � r_�-1 m § -1,4C^oo / / \�\ f $n1 sln /—s 1 J m a:m1n / / 1 / , \ \ �i71 I� l 1 \\\\\\\ I 1 i 1 bI p \ \ L+J I b •\ . ` bl g. 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NOTE:AFOUNDATION CONTTRA48CTOR TO PROIVNIDE 5/8"DIA.DMENT 20 19-173 INTO CONCRETE.ALL SILL PLATES OBE CONNECTED USING OF STAMP : DWG. NO. : 3"x3"x I/4"SQUARE PLATE WASHERS. tL it Ef�17 0 5 10 I5 20 ��#'i A6 ©BYY THOMAS A.MOORE DESIGN CO. .ere Teem ;r eeeee eee/r , ree".te.eeweeerl �.- •.- . , . . .. • LJ.3 L.1 uj u3L,1 Z ,L: z : z3 3 5 L.3 -1 z. • 0 L.,.] 0 --1 Z cd Lu 0 r-- t/5 72,G. . ... - , -, Za (-- CC ce / ,„ 3,6' ,, 14,0' I / 14,0' , 3.-6' r.-.7, Cn La f- / ci LC) • ici• • o Cd • ______ a— up co___. ._. I-..,. ___,--....\ ca.) 0 Or8 1 -IC z Q co , - _____, --, _i_____ (..,..) _, c)i b 1.f) t% Ey fu 1 • el Q .1.- --- E __ , -, Le, 'Er .1/4 '14 I \A \‘,/e/ \ —.,, cr) -----,, • 2 .4. \ 3-2 x 8 HEADERi N'---:-.-1 1--7 r AIM co • cv C\CZ - ce- I LLI Li] Ci) In -•,.., '- ,,Z - ,i 0 6 POST DN. I 1 I 1 . L. ...._J L_ I I . _.1 - I 'POST DN.),.. I I ---N-4,--- • -t 8u°4 C Z < >< 0 (I) 0 2 co (7). 0 • Lo \--/ •:.., ,---N, - ED t , r / I_____Y I 0 LL.1 = 0 ce • P x . 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NO. : • . . ,. i[...!;" • 0 5 10 15 20 ,..:. 607 mnr.r.mr Anoreza/mazo-.•-....zrz. ..azww,,/zr.rea ' -..;.t..r:.,..- rzzisommr.ozoorm=oze.o.zow./ocorr- G1-1T 201 9 BY THOMAS A.MOORE DESIGN CO. t :zaF z Z EQCa0o_ • p o Cn in Q u u " o . uZm ` 66 / 1 I'-6' ., 3'6' , 1 W-0 A' G-a , 1 4,0 f, 3'-6' , E.- La cc d Lc 2a-m - pp '8L•' 9 O Z \ 5T DN. �' Cl) POST ON. I t—� i b` 1 °5T DN. ` Q Z 00 �_ _4-I 3/4_z91/2•LVL'e OR —_� _ 4-I 3/4'z9 I/2' VE,OR _ _ >r iv w O Lo z�a• 2TlVL'� 7 2-1T3/4'z 9 1 2'LVLb = w/I/ z 9•SrTtI PU-C11 PL. w/ / z 9'S10EEL FLITCH PL. <;$ O7b \1 `\ .. 0 b 0 Cn U • m N 0 Q N LLu I i z Q 0 E^I'. II - \l a: 0 I I/2-O•, v) O W 5 .g C I Fes-' 000 .� I J I \ ". °8 �= O\ 1, /� O U I ml IJ `� U 11\ ..--- / ,„,--, I `\\ BEARING ALL BE I_ _ __ 1 (•1"�'°z `e'1=Lzu.G± % - �' I ry\�' - nrr r..�-ARING WALLr` "�-_ _—_'SEARING WA » rrr..Vr-- f2 POST DN. \ r \\ < C� '" Q ,.c\'' \ ,_ _� 1 I /POST UP IIO li I 1 \ fi, _ .2 M V N w Lo z x�- \ \6 \ I f\ �+ - - -- - .� i _ .I I Posr DN. 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FAMILY N rn _ LD ROOM BATH BEDROOM -2 x 6 STUDS g I G. -1/2'PLYWOOD SHEATHING Q Z ROOM BATH BEDROOM °O Z -6'BATT INSULATION(R=211 0 00 •I/2'GYP.BD. (.L] U' 12 —3/4•T/G PLYWOOD •W.C.SHINGLE SIDING i 2 —3/4•T/G PLYWOOD 4 '� In 4,I---- SUBFLOOR-GLUED/NAILED •'TYVEK' 421— SUBFLOOR-GLUEDINAILED 0 0) pC '' ry�(( 3l p p n �p� L. ra x � LI V I 7/8'TRU55 JOISTS 16'o.c. II II Il II I 11h.UU U s�6S�1600c 11 II II II II II 11 II II I) U'I J . CV L I UUl 1 1 7/8•TRUSS JOISTS Q 16•o.c. I ,SI} U _ O Q7 Q co TYPICAL 2 s 4 STUDS �2-1 3/4'x I 7/8'LVL GIRT —I/2'GYP.BD.ON I/2'GYP.BD.ON ®I B'o.c.W/I/2' ^ ¢ N 1 x 3 STRAPPING®16'o.c. ��JJJyyy,,, 1 x 3 STRAPPING IP 16'o.c. GYP.BD.BOTH SIDES LLLLLLLLL I-.1 COVERED I z c3 ¢ o uh VERED CO _.., coPORCH PANTRY KITCHEN PORCH DINING I KITCHEN cn O to —3/4'T O G PLYWOOD I 3/4'T I G PLYWOOD CIE••+ a. on . SUBFLOOR-GLUED/NAILED SUBFLOOR-GLUED F NAILED I� ��} 1 I 7/8`TRUSS JOISTS®I6'o.c. 1 1} 5/8'OIA.ANCH01iBOLTS - Ll�(1 U U))I�pp put I I 7/8'TRUSS JOISTS a 16'o.c. i I' I( 0 P.T.2 x B'sel I6'o.c. Ili UL .7.2 x8b®1G 8-( 'IF `Q" IY U I Vi I Pu i'U� 0 O 1 - O c.) 9'BATT 9'BATT ,xx� _ INSULATION(R=30) INSULATION(R-301 V W a Z TYPICAL 8'CONC. b= I v '. FULL FOUNDATION WA -M LL p FULL Q w/24 BARS AT TOP BASEMENT n+IDDLeANDBorroM / BASEMENT C4 ?" J�4'CONC.SLAB BAJAROOp ALL WALLS ELOW GRAE4'CONC.SLAB .ti !/ 1'•I TYPICALI0' 20' I•"I I•••1 0 QNOo� ,11345 O/3 BAFOOTINGS N 3'-4'FROM BOTTOM Z •4 V (J.,A BUILDING SECTION @ KITCHEN/PANTRY B BUILDING SECTION @ DINING/KITCHEN o ¢Omz-',, xy C].mL RIDGE BEAM rgV�y,� a,v, 12 15_ �'1 111 — I rFr •• W Q 9 12 #� ATTIC " ' /, Q ,(3/T 2 x 10 CEILING JOISTS FP G.o.c. 2 x 10 CEILING JOISTS Q 16•o.c. N,$s,. TOP OP PLATE f m OQ ' H -_' HALL BEDROOM - - co 4 3/4'T IG PLYWOOD ~y 42 I 12 Y • I 4 _ 1-SUBFLOOR-GLUED s NAILED SECOND FLOOR` Z c SUBFLOOft FFFF�� Z 1 9s 17/8'TRUSS JOISTS B 1B'o.cU1 Z + II II II I� TOP of Pure \ NOTE: x Safi-6'o.c. } THE PLANS SHOWN ARE TYPICAL 2 x 4 STUDS I_ FLUSH FRAME THE SOLE PROPERTY OP Q 16'o.c.W/I/2' I/O'I/• GYP.BD.ON !------3-2+8s OR II GYP.BD.BOTH SIDES I s 3 STRAPPING @ 16'o.c. HEADER ABOVE TRANSOMS THE DESIGNER AND CAN 2-2 x IOe NOT BE COPIED, I REPRODUCED AND/OR COVERED LIVING 4 ALTERED WITHOUT THE POR C CH FOYER ROOM XPRSSS WRITTEN CONSENT OF THE DESIGNER—3/4'T 4 G PLYWOOD SCALE : SUBFLOOR-GLUED 4 NAILED FIRST FLOOR ��'(((jjj;;;��((()))��` l()�7�� Q SUBFLOOR I/4 I 0 P.T.2 x 8's 16'o.c. lL"WL II I II II II UUUUUU!SU 1 1 1 7/8.TRUSS JOISTS Fp 16'o.c.100 LIPU 11 11 II 1I I 11 UZi`U I 5/8"DIA.ANCHORBOLTS \ 11_ I_ II �2-1 3/4'x 1I 7/8'LVLb DATE : 9'BATT_ INSULATION(R= -7301 3 I/2•DIA STEEL //24/20 19 4= LALLY COLUMN TYPICAL 8'CONC. + srFULL FOUNDATION WALL BASEMENT .' w/2-B4BARSATTOP PROJ. NO. MIDDLE AND BOTTOM 4 CONE.SLAB DAMPPROOF ALL WALLS 201 9-1 73 BELOW GRADE• TOP OF 9uB STAMP : DWG. NO. : I •1 TYPICAL 30'x 30'x 12' TYPICAL 10 x 20 CONCRETE FOOTINGS ----J CONC.FOOTINGS ' i•2.-L9 3,4'F OMB 3'-4'FROM BOTTOM - - �r��' - 0BUILDING SECTION @ FOYER/LIVING RM. 0 5 I0 15 20 : -L . `;' C COPYRIGHT 20I 9 I „ i Ji y,..,„ni,..,,, ... yrrriiri srri��i `'"." ... .j O • �/� 1r//A x P.:FA &�i/i l.Yiu//L J V`..��C'ti BY THOMAS A.MOORS DESIGN CO. :��...."•• , c4 'tA a ¢ 'Igf ''' ` arc -J = U Z aD +: a< CC Lard 0 cn z UNFINISHED • = p E- - Q 9 ATTIC a 5 E- L.3 — X o = U Z m v w, 2 E-. ti Ce O CD nay.- 2 x 10 CEILING JOISTS®I G"o.c. 2 x I 0 CEILING JOISTS®I G' c - "T`" . TOP OF PLATE , 3«� i . - ATT TOP OF - "•'` �,D TYPICAL Gj i • a,� 12 ?" r 2.65 \� ROOF I I I IC. BATH #2 > UNFINISHED12 q« _ I I I i I175TS®I6'o.4.� b'o P)IP"o c. `3-1 3/4'x 17/8' j L I/2-GIP.DO.ON r�, TYPICAL 2 x 4 STUDO , - �5/5'FIRECODE GYP,BD. 0 g II ON I 3 STRAPPING (� Cn ¢' LVL GIRT ,• 1 x 3 STRAPPING®I6'4c.4, ®1 G"o.c.W/1/2• ®16'o.c. STEEL BEAM STEEL BEAM 5 C r�; GYP.BD.BOTH SIDES —TYP. WALL '' LIVING 4 CONST. ¢ ,. COVERED r; m Q CV • PORCH FOYER ROOM GARAGE —3/4'T t G PLYWOOD C3 5Z � O CA r % SUBPLOOR-GLUED t NAILED m 1LLaJ i pp SUBFl�R R 4'CONC.SLAB ( 0 m-� ---iimrrI 17/8'TRUSS JOISTS®16'o.c. I}t{IS�SUISU II II II II II IS(JRIiSv'UU{I 5/8'DIA.ANCHCRBOL75 PITCH 2"TO O.H.DOORS W a m P.T.2 x tl'z(A7 16'o.c.�� rS ,II '� IJ EI�� v o C-'_ 4*l` 2-1 3/4"x 1 17/8•LVL GIRT 9'BATT INSULATION(R-130 3.1/2'DIA.STEEL 0 aF LALLY COLUMN TYPICAL 8'CONC. / ' FULL FOUNDATION WALL H O v BASEMENT MIo4LE AND BOTTOOM �" DAMPPROOF P.U.WALLS QI I I `4.GONG.SLAB BELOW GRADE F BUILDING SECTION @ GARAGE ¢ +, I•: i 1 TYPICAL 330 x 30'x I2' I I TYPICAL CONCRE 10' 2nn6s Z '� --' CONC.FOOTINGS(U.N.O.) ,,V/345 BARS 3'-4"FROM BOTTOM O G.L.{ D BUILDING SECTION @ fOYER/LIVING RM. ¢NQ4) o ¢xpccnco 7/8'LVL 7 5 2 .>J' *"N is Z. .F'. a?m 5 Q Do RIOGEBOAR• F,,.f`.3 G.<1„-4 =<-1 �xG� l .tT.: �`F�uf�° AM4a ':I�:.k , �'a,.: 1Izz �. : ..I..w..1 ,,I.i: `ai- l"r ._.70 TYP. ROOF CONST. 's7' �.1 a'm ue -2 x 10 ROOF RAFTERS®I G.o.c. � � I I I •,I -I/2'CDX PLYWOOD ROOF SHEATHING 'ir: -ASPHALT ROOF SHINGLES g", I - 'M5.IN.ELT PAPER SPAYFO UNFINISHED I I UNFINISHED w -8'MIN.SPRAY FOAM INSULATION :- ®ROOF RAFTERS(R=40) 12 o?"': I -2 x 12 RIDGEBOARD 10�,,Or'r ATTIC ATTIC 1 UNLESS NOTED OTHERWISE fix' f�� S I I I - I� W W 2 x 1 o CEILING JOISTS®I N 11 II If II IG II - II- li_ I- II_-III II- WI� I� II II II_ II _Jl 11 II I - 1[ '� `—I/2'GYP.BD.ON x �M� a{A W r .'• w � I x 3 STRAPPING®16'o.c. Q 0Q H fl BATH #3 W.I.C. HALL W.I.C. BATH #I o a a r 3/4'T tG PLYWOOD / r I suBFI.00R-GLUED t NAILED * -''''''''' : _ _ N� �,04. I II 7/5.TRUSS JOISTS®I6'o.c.,. 11 - I I 7/8'TRUSS JOISTS Q 16'o.c. 1;888Ll i' ;bs .Ai 1'FS^J-]I \\ —w 10 STEEL BEAM NOTE: • <V \-1/2'GYP.BD.ON TYPICAL 2 x 4 STUDS 1 x 3 STRAPPING®16•o.c. 016•oz.W/I/2' _ THE PLANS SHOWN ARE TYP. WALL CONST. GYP.BD.BOTH SIDES THE SOLE PROPERTY OF 2 x 6 STUDS®I 6"o.c. THE DESIGNER AND CAN 1/2•PLYWOOD SHEATHING NOT BE COPIED, G.BATT INSULATION(R-21) LIVING LAUNDRY WALK-IN MASTER REPRODUCED AND/OR W C.SHINGLE SIDING KITCHEN ROOM I ROOM CLOSET BATH ALTERED WITHOUT THE 'IWEK' EXPRESS WRITTEN —3/4•T t G PLYWOOD CONSENT OF THE tRm1tT/ 5T SUBPLOOR-GLUED 4 NAILED EE, DESIGNER finis {{ UUUIJUUUU 117/8'TRUSS JOISTS®IG'o.c. �(18dliI}Sf Ii I I 7/8'TRUSS JOISTS®I G'o.c. IS 8u8J(I6 u��u 5/8"DIA.ANCHORBOLTS SCALE 3-1 3/4'x 11 7/8'LVL BEAM -4-13/4'x 1 I 7/8'LVI.BEAM 3-13/4'x 9 1/2'LVL GIRT I/A N_ I 1-OII BATT INSULATION(R-30) l•- DATE'Y : —3-I/2•DIA.STEEL 3-1/2'x 3 1/2'x I/4'HSS 3-I/2'OIA.STEEL LALLY COLUMN STEEL COLUMN LALLY COLUMN TYPICAL 8'CONC. FULL FOUNDATION WALL p 7/24/20 19 BASEMENT •• MIDDLEE AANND BOTTOM OAMPPROOF ALL WALLS PROD. NO. CONC.NAB BELOW GRADE �` 20 19-173 I•`1 L_ I --TYPICAL 30'x 30'x 12' -I t----4'-O•x 4%0'x 12• '___ I I.••••I•• TYPICAL 10'x 20" STAMP : DWG. N O. • -- -J CONC.FOOTINGS(U.N.OJ ` ' CONC.FOOTINGS W/ -J CONCRETE BAR FOOTINGS 4-N4 BARS EACH WAY 3"-4'PROM BOTTOM .-rqw m,,,•,. 0 BUILDING SECTION @KITCHEN/LIVING RM. °- 1 '9� 1 1 0 5 10 IS 20 1 p z• z rr,„,..,rizrrrn rvn.'ra.+nii.'rrr ©COTTHOMAS A0 MOORE DESIGN CO ��Y '•��•� �•.iozu✓zririw� f i l I • `_ 1 GENERAL STRUCTURAL STEEL FRAMING LUMBER 4. CONNECTORS CONCRETE `',.1. . . r: Z I v_Lcl I I . STRUCTURAL DRAWINGS ARE TO BE I . DESIGN, FABRICATION, AND ERECTION I . ALL FRAMING LUMBER SHALL BE KILN DRIED I . ALL CONCRETE WORK AND ° 2 z 5\ USED WITH THE ENTIRE SET OF SHALL BE IN ACCORDANCE WITH THE AISC 19% MAXIMUM MOISTURE CONTENT. MATERIALS SHALL COMPLY o 0 DRAWINGS STEEL CONSTRUCTION MANUAL, LATEST LUMBER SHALL BE NO. 2 SPRUCE-PINE-FIR WITH THE MOST RECENT z ce zo ti EDITION. OR BETTER. VEERSION OF THE "BUILDING 0 E- ' 4 2. ALL SAFETY REGULATIONS ARE TO BE CODE REQUIREMENTS FOR F- Lo - 0 STRICTLY FOLLOWED. METHODS OF 2. STRUCTURAL SHAPES SHALL CONFORM TO 2. ALL FASTENING OF FRAMING, PLATES, SILLS, STRUCTURAL CONCRETE (ACI ad - < mo 0 CONSTRUCTION ERECTION OF THE FOLLOWING: 1 SHEATHING, 4.OTHER WOOD MEMBERS 3 18)". m F- a STRUCTURAL MATERIALS ARE THE SHALL BE IN ACCORDANCE WITH THE Ci CONTRACTORS RESPONSIBILITY. WIDE FLANGE MEMBERS ASTM A992, ( DETAILS SHOWN AND MINIMUM 2. ALL CONCRETE SHALL HAVE 0 o GR. 50 REQUIREMENTS OF THE MASSACHUSETTS A MINIMUM 28 DAY z d. 3. THE CONTRACTOR IS RESPONSIBLE STATE BUILDING CODE AND THE AFPA/AWC COMPRESSIVE STRENGTH OF 0 a `P FOR THE DISSEMINATION OF ALL CHANNELS 4. ANGLES ASTM A3G "GUIDE TO WOOD CONSTRUCTION IN HIGH 3000 PSI WITH MAXIMUM I ta c3 REVISIONS 4. REQUIREMENTS TO WIND AREAS FOR ONE- AND TWO-FAMILY INCH AGGREGATE 4 AND 0 Z SUBCONTRACTORS. HSS TUBE SHAPES ASTM A500 DWELLINGS, I I 0 MPH, EXPOSURE B". MAXIMUM 6% AIR ca 90 1-0 o GRADE B F(Y)=46 K51 ENTRAINMENT FOR.EXTERIOR 0 m 4. REASONABLE CARE HAS BEEN TAKEN IN I 3. CONNECTORS SHOWN ARE AS CONCRETE EXPOSED TO 0 am Q THE PREPARATION OF ALL DRAWINGS i MANUFACTURED BY SIMPSON STRONG TIE MOISTURE. v. AND SPECIFICATIONS HOWEVER THE 3. ALL GALVANIZING SHALL CONFORM TO CO. INC. SUBSTITUTIONS MUST BE 0 Q cv rci CONTRACTOR SHALL CHECK ALL ASTM A 123. APPROVED IN WRITING BY THE ENGINEER. 3. ALL REINFORCING SHALL BE ELI up Z Q O DIMENSIONS AND DETAILS TO VERIFY INSTALLATION OF ALL CONNECTORS SHALL DEFORMED BARS OF NEW c3 DO ALL CONDITIONS, DIMENSIONS, AND 4. BOLTED CONNECTIONS SHALL BE WITH t BE IN STRICT CONFORMANCE WITH THE BILLET STEEL CONFORMING w 0 O La ELEVATIONS AT THE SITE. ALL HIGH STRENGTH BOLTS IN ACCORDANCE MANUFACTURERS REQUIREMENTS. ANY TO ASTM AG 1 5, GRADE GO. 0 F- a: m DISCREPANCIES SHALL BE BROUGHT WITH SPECIFICATIONS FOR STRUCTURAL REQUIRED CONNECTORS NOT SHOWN ON Z TO THE ATTENTION OF THE ENGINEER JOINTS USING ASTM A325 BOLTS. THE DRAWINGS SHALL BE PROVIDED BY THE 4. CONCRETE COVER SHALL BE 0 PRIOR TO CONSTRUCTION. CONTRACTOR AT NO ADDITIONAL COST. AS FOLLOWS: 5. ANCHOR BOLTS SHALL CONFORM TO U C4 5. THE CONTRACTOR SHALL SUBMIT ASTM A307. 4. ALL CONNECTORS SHALL BE HOT DIP A) 3" AT CONCRETE PLACED < >' COMPLETE SHOP DRAWINGS FOR ALL GALVANIZED UNLESS NOTED OTHERWISE. AGAINST EARTH f W CONCRETE REINFORCING, ALL G. WELDING SHALL BE BY CERTIFIED WELDERS B) 2" ALL OTHER Z -� STRUCTURAL STEEL, AND BOTH AND SHALL BE IN CONFORMANCE WITH 5. INSTALL ALL FASTENERS BEFORE LOADING LOCATIONS 0 c4 LLI •CALCULATIONS * SHOP DRAWINGS FOR AWS D I . I CODE FOR WELDING IN THE JOINT. U <N CO v ALL MANUFACTURED LUMBER BUILDING STRUCTURES, LATEST EDITION. 5. NO HORIZONTAL Z X<L0 PRODUCTS $THEIR CONNECTORS FOR 6. ALL EXPOSED FRAMING MEMBERS SHALL BE CONSTRUCTION JOINTS ARE a <p v)cD REVIEW PRIOR TO FABRICATION. 7. CONNECTIONS NOT DETAILED SHALL BE TREATED PER AWPA C2/C9 CCA 0.25 4. ALLOWED, UNLESS .a .Z c1. DESIGNED FOR THE LOADS SHOWN ON MEMBERS IN CONTACT WITH SOIL SHALL BE SPECIFICALLY SHOWN ON ` O.<o DESIGN CRITERIA THE DRAWINGS OR THE LOADS GIVEN IN TREATED PER AWPA C23/C24 CCA 0.60. THE DRAWINGS OR ALLOWED co CL-p0'n THE STANDARD LOAD TABLES OF AISC FOR JOB SITE CUTS 4. BORES SHALL BE TREATED IN WRITING BY THE ALL CONSTRUCTION SHALL CONFORM TO THE SPAN, SECTION, 4.STRENGTH IN ACCORDANCE WITH AWPA STD. M4. ENGINEER. W THE RELEVANT PROVISIONS OF THE 9th SPECIFIED. EDITION OF THE MASSACHUSETTS STATE 7. ALL MANUFACTURED LVL WOOD FRAMING BUILDING CODE AND THE AFPA/AWC "GUIDE 8. ELEVATIONS NOTED AS "TOP OF STEEL" MEMBERS SHALL HAVE THE FOLLOWING 0 o _...,4 C. TO WOOD CONSTRUCTION IN HIGH WIND REFER TO THE TOP FLANGE OF ROLLED PROPERTIES AS A MINIMUM (PSI): W AREAS FOR ONE- AND TWO-FAMILY SECTIONS. � ,, W CCI DWELLING, I I 0 MPH, EXPOSURE B". E=2.OX 10 , FB=2800, FV=240 O < - FOUNDATIONS FIRST FLOOR 40 PSF LL 8. ALL PLYWOOD SHALL BE APA PERFORMANCE x I 0 PSF DL 1 . THE ALLOWABLE PRESUMED SOIL RATED CONFORMING TO THE FOLLOWING Q 124 BEARING CAPACITY IS 3000 PSF. MIN. REQUIREMENTS: o Q SECOND FLOOR 40 PSF LL CONTRACTOR SHALL VERIFY PRIOR TO Z CO 00 I 0 PSF DL CONSTRUCTION. FLOOR-3" STURD-I FLOOR T4G, EXPOSURE 1 , NOTE:16" SPAN4 RATING THE PLANS SHOWN ARE THE SOLE PROPERTY OF ATTIC/STORAGE 20 PSF LL 2. FOOTINGS SHALL BE CARRIED TO t THE DESIGNER AND CAN I 0 PSF DL NOT BE COPIED, LOWER ELEVATION THAN SHOWN ON WALL SHEATHING -Z' EXPOSURE I , 1 6" NOT 5E REPRODUCED AND/OR /OR THE DRAWINGS IF REQUIRED TO REACH SPAN RATING ALTERED WITHOUT THE EXPRESS WRITTEN ROOF 30 PSF SL PROPER PROPER BEARING CAPACITY. CONSENT OF THE DESIGNER I O PSF DL ROOF SHEATHING 8' EXPOSURE I , 16" SCALE : 3. WALLS ACTING AS RETAINING WALLS EXT. WALLS 100 PLF DL SHALL NOT BE BACKFILLED WITHOUT SPAN RATING I/4"= I' O" INT. WALL 80 PLF DL BRACING UNTIL ALL SUPPORTING SOIL 9. ALL HEADERS NOT SHOWN SHALL CONFORM DATE : AND STRUCTURE ARE IN PLACE AND TO TABLE 602.7(I 42) OF THE 2015 7/24/20 19 DECKS/PORCHES 40 PSF LL ADEQUATE CONCRETE STRENGTH HAS INTERNATIONAL RESIDENTIAL CODE FOR PROJ. NO. I O PSF DL BEEN REACHED. ONE- AND TWO-FAMILY DWELLINGS. 2019-173 4. COMPACT ALL FILL UNDER FOOTINGS STAMP : DWG. NO. : 10. ALL POSTS NOT SHOWN SHALL BE 1 AND SLABS TO THE SPECIFIED DENSITY EQUIVALENT TO A TIMBER 4X4 OR BETTER. .::' 3' ..5 AND VERIFY. ''.'-k '' ^ 1 O r o� 5 10 15 20 �. .iJ r1.r,,c Jv.v..wf ok leiileWd/P/W1li ;. Pi t �•i</IL/✓J/Y�.1 j� ©COPYRIGHT 20 A.MOORE DESIGN CO. l/ ; `' J H I N CKLEY POND �F 3 w J O a Z SOIL DATA: rY P# 14973 Li TEST DATE: MARCH 2!, 20 16 0 <2 MIN/INCH C I :C2 ILROAD RA RAI 3TIC 3YSTM ! ROML E DETAIL N . T • SOIL EVALUATO : STEFHEN DOYLE LROAD 1 SOIL EVALUATOR NO. 6 1 9 c Z ..„ WITNESSED BY: DAVID STANTON, R.S. TOWN OF BARNSTABLE �pJ �y �� N � 9 ./ g TOP FOUND. EL. 65,0' TEST HOLE I TEST HOLE 2 TEST HOLE-3 TEST HOLE-4 = LOCUS U H Q ♦ 0" EL. 66.2' 0" EL. 66.2' 0" EL 66.3' 0" EL. 66.3' < FINISHED GRADE EL, G4.0±' �y //% A LAYER I OYR 3/I A LAYER I OYR 3/I A LAYER 10YR 3/I A LAYER I OYR 3/I f • a \\ SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM Q l 1 ( /l f / I 99 1 \ lr. �� rll�ll(llllllll�r l 6 /llll lllllllllIllll / G" 0, \ �L \ Bw LAYER I OYR 5/6 Bw LAYER I OYR 5/6 Sw LAYER. I OYR 5/6 Bw LAYER I OYR 5/6 �» FINISHED GRADE EL. 64.0'± \ v� \ +35.2 LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND INVERT EL. 20" 20" //I//II6„lT/ilI�Ililt h///// l/Bill \ \ LOCUS MAP \ 36' EL. G3.2' 36" EL. G3.2' 39" EL 63,0' 39" - EL, G3,0' 6 I.8T D a. RISER D a + \\ �iJ \\a\CA � . \ Ih��7\\ // �// C I LAYER I OYR 6/6 C I LAYER I OYR GIG C I LAYER I OYR G/G C I LAYER I OYR G/G EL. 62.7_ \\ z-- o ^� MEDIUM SAND MEDIUM SAND 15ER I:: R ± 6 I.9" -- \ ` , - - _ 36-\ ��oj A O� / /�\ MEDIUM SAND MEDIUM SAND PERC @ 50" - \ L •--C7 \ +37.3 1 \ , d L__ 1 - / 5G" EL. 6 I,5' 56" EL. 6 I ,5' 78' EL 59.8' 78' EL, 59.8' GENERAL NOTES. _ ) �\ PERC @ 57" INVERT EL '' L 2 INVERT EL. \ •,�/ _ L \ C2 LAYER I OYR 6/4 C2 LAYER I OYR 6/4 C2 LAYER I OYR 6/4 C2 LAYER I OYR 6/4 0 c 61.5T G' 32' INVERT EL INVERT EL. / \ / , -- \ MEDIUM TO MEDIUM TO MEDIUM TO MEDIUM TO 60.97 Min, 6 / // = \ - 60.77' \ L=56.63 +37.2 _\ \ FINE SAND FINE SAND FINE SAND FINE SAND 48" LIQUID LEVEL Sump 7! \ R=52.50 -� \\ ASSESSORS DATA: USE GAS / "' 0 E / eh DISTRIBUTION BOX -Y37.4 -38� �t-37.3 I +37.5 \ \ 158" EL. 53,0' 1 58" EL. 53.0' 158" EL. 53. I' 158" EL. 53.I' MAP 115 BLOCK 0 I 0 LOT 005 I / \ 1 \ +39•-' +41.1 \ (H2 LOADING) \ NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC I / �37 4 \ ENCOUNTEREDFEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURES ENCOUNTERED REFERENCE DEED• 266 16 - 245 _ � _ 38_ FEATURES r \ L NCE PLAN: \38 \ RER BOOK 65 I PAGE 49 10-6 � +37.3 +36.4 \ �.4 - - 38.2 ZONING DISTRICT: RG i 1 ON NG PROPOSED 1500 GALLON TANK \ ..,� 4 \ +39.3 t\\ MIN. LOT AREA 65,000 S.F. \ .� '� ,,, (DESIGN CAPACITY- 550 GPD @ 200%- USE MIN. ALLOWED 1 500 GALLON) \ p. /�ja \ �c` `` / / , 4. FRONTAGE 20' MIN. \OG i / �� / N \ ,CP _ C) o w i �� WIDTH 200 MIN. I.P. WITH SCREW TYPE CAP TO WITHIN ' " - / / N /� `� / BUILDING SETBACKS: 3"OF FINISHED GRADE(ONE PER TRENCH) '• . ' // FRONT 30' I PROPOSED 18" 433 S.F. DRAINAGE CULVERT PIPE ��` �\ tvZ�/ /^ ,k' SIDE REAR 15' FINISHED GRADE EL. 64.0'± UTILITY EASEMENT \ �. J ll ) J / / �, _� (LOCATION 70 BE FIELD / ` �. •‘ OVERLAY DISTRICT: AP r`L!I1 / ///tr/ ^//////////////////////////0//I//'///1/l//////Ill(/// /////////////18//////""/II/�l64//"11/�/�rl /'I////'Ill''// ////88 ///////ll//r/l/r///////Ill/ �� ADJUSTECBYCONTRACTOP�/ /\ \ FILTER FABRIC ONE RISER PER TRENCH �\ +37.0 //// \`� \` 4�� ` `moo SYSTEM DESIGN DATA: L=32.48 ti / /�,/ - - _ ‘•6., FIVE BEDROOMS = 5 x f 10 GPD = 550 GPD REQ. FLOW LOCUS 15 NOT LOCATED IN A STATE ZONE it 8.5 EL. 61.0' R=67.50 0 \ o � � 2' EF PH \ sc A o USE ONE CHAMBER TRENCH, 12.83 W x 42.5 L xF. DEPTH 000000000 000000000 000000000 0000G0000 °' ° p\ \ V.G�/ //// /� � �Poos�` �` �s5�o� 9�s SIDti= WALL [42.5+42.5+ I2.83+ I2.83] x2.0 = 22I5F d ° o 0 0 00 0 0 o = = 0 0 00 0 o 0 0 0 0 0 00 0 0 0 0 0 o 0 00 0 0 0 0 • 4,°• • : INV. a o00000000 000000000 000000000 00000000 a 58.I7' .- 4' Fo `` 4- ,5` BOTTOM: 12.83x42.5 = 545SF •4 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -° ,4 / / ` -� GO.17' �• 48" -- -- 48" -- \4? \ v/ 'ct. / / / / �' ° LOCUS IS IN THE BARNSTABLE FIRE DISTRICT 3/4" - I 1/2" DOUBLE WASHED STONE ALL AROUND / / \ ; "57 0 0 "7 766 x 0.74 = 566 GPD TOTAL FLOW PROVIDED 42.5' - o \\ \ - E r // // LOT 6 �� •; 2o°6,\ � 566-550 = 16 GPD IN RESERVE 553 20 50 \ / �ti / 8'7,3 14± 5.F. / \ F \ ♦ i m NO GARBAGE DISPOSAL ALLOWED LOCUS IS IN "OLD KINGS HISTORIC" DISTRICT PROPOSED CH AMBER TRENCH N 1 5.00 / s 1 NUMBER OF TRENCHES = ONE oz NUMBER OF PRECAST UNITS PER TRENCH = FOUR / y ' 1 �/ / r \` \ JY �` 2 INSTALL FOUR 500 GALLON PRECAST UNITS / / --5 2-‘ FOUR FEET OF DOUBLE WASHED STONE BOTTOM OF TEST PIT EL. 53.0' / / / PROPOSED LOT COVERAGE. : / 1 \ • NO GROUND WATER OR REDOXAMORPHIC -4 s AT,IDES AT EACH END 6` / - \ ` ; o LOT COVER BY DWELLING, POOL AND FEATURES ENCOUNTERED / ..../ - REMOVE ALL UNSUITABLE MATERIAL FIVE FEET ,i-- i k PATIO 6% THE I HORIZON l� DOWN TO G THE S.A.S. O �AROUND S AND REPLACE WITH CLEAN COURSE SAND PER. 4g / \ ��' / ` \' ♦ `� 31 O CMR 15.255 -AS REQUIRED, \ \• ♦ LOT COVER BY PAVED DRIVEWAY = 7.2% - \S0/- -=\ �-p i J / _ 56 \ ; - \ \c / FINISHED GRADE EL.64.0'* `\ \moo / / �' `\ �� PLAN LEGEND I////,////////=I/I H////// I///l/fll/l///llll//////////8 - -52- - v y� _ -- - -- , SEPTIC TANK NOTES: - \ / / - �- - - - - \\\ - - C ♦ HYDRANT TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A - 1283 BOULDER, -54 \ 1 \ I J I l •a • L \ ♦ F_CISTINC UTILITY POLE MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON 34" ° I o 0 0 0 0�.° • ° •° / I I / �� ♦ 1 LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE - 4 o 0 0 0 24" THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE c •° •° o 00 0 0 ° ° ° - -� FEMA S8� 1111 i - / ♦ +26.4 EXISTING SPOT GRADE MAP DATA: ZONE C0554JII CLEAN OUT MANHOLE. I -- 4B ` 4S THE INLET PIPE ELEVATION SHALL SE NO LESS THAN 2" NOR MORE THAN 3" \, \ t•1 1 `6p `�2-- - EXISTING CONTOUR ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. PROPOSED LEACH TRENCH END VIEW 60 /, •- - ; MAP DATE: JULY 16, 2014 LOT 5 t / - /` •♦ 0 PROPOSED CONTOUR BE TRENCHES = ONE 7 _ THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, NUMBER OF THE \ ! Illi {VACANT) ` / � `-�� _ STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH NUMBER OF PRECAST UNITS PER TRENCH = FOUR .-62J // J \ \ \ ; _ - PROPOSED WATER SERVICE / "-� BUILDING DEPT. 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND - /� - / ` \ / W \ INSTALL FOUR 500 GALLON PRECAST UNITS -- TO PREVENT 5t I I LING. 6� I /i \ \ /. n WITH FOUR FEET OF DOUBLE WASHED STONE Y-/ , �� \ \ ,\ � ) EXISTING CATCH BASIN 201A \ \ 6n S ; JUL 25 3 THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12 , WITH TWO AT SIDES $ AT EACH END �s Q / , / 20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS \ �' / ' �/'/� `' PRo / SOIL TEST PIT TOWN OF BARNSTABLE TP OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. :5-?.. O / j 6\o Q' \ ', 1OSEp \ / \ co , 00;,`� j , / 11 \ tJ� / \•'�� 40, •/ SCAB'6q� i/ • THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. PROPOSED S.A.S. \ , p�• Of �p�GN N S �Jo / CHAMBER TRENCH -- "s. • .„A p 0 \ 6' ♦ 5 Y( ��i J pR 0 \Ns 12.83Wx42.5'L 5'SOILIlk \ Q PRECAST DISTRIBUTION BOX NOTES: \.QVERDIG f O�/ / 00 `�' i '\ / / • O \ \ // 1 2 Q05� G� / \ / / ••� 0\ MINIMUM WALL THICKNESS = 2" r6. •i'(2_0.. g.• \ / 66 NON MINIMUM INSIDE DIM. = 12 / �0 1 /\ \ GENERAL NOTES: 68� % t \ I . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP ouTLET wvERTS SHALL BE EQUAL TO EACH OTHER AND AT PROPOSED �� > 1.5k. / 2"MINIMUM BELOW INLET INVERT. 1S 5�0 �• P TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS H2 LOAD DIST. BOX o� peo / / \ FOR THE SUBSURFACE DISPOSAL OF SEWAGE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL y -~ -- -..., ` 66.2e�eO b \0 I ^� / \\ 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" ALL HAVE EQJAL INVERTS AS DETERMINED BY FLOODING THE 2` -��'s.� ?P� 1 ^ I�I OF FINISHED GRADE. DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE �•� O� 66.5 / /� /TN, SITE SITE PLAN 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. / .' �.. - - / / / \\ PREPARED FOR WITHSTANDING H I 0 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH 1 50o GALLON // / // ,'��`/ /\\\ OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY PRECAST SEPTIC J #60 ABEI2.LE WAY I O' OF DRIVES OR PARKING. FASTENED TO THE LINE OR RECONSTRUCTING THE LINES TANK </ / 40'\ // / -llb \ �F / �,' - // / \\ �',\ZN qS�4 BARNSTABLE, MASSACHUSETTS UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. \ \ \•cP / DAVID "DIGSAFE" TBM: SURVEY SPIKE \ 0� \ . _ \ y fTHE LOCATION _ _VERIFY - / AND VER \ - B. EXCAVATOR/CONTRACTOR SHALL CALL - --- 4. THE EXCAVATOR/C \ / / � � DATE. MAY i 6, 20 f 9 PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, EL. 77.I' NAVD88 \\ \.� \� \ STONE LANDSCAPE ' - - / / IT OF SITE UTILITIES STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH MASON ni ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS, 6"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND \ / +75.1 TRANSITION WALL �• - - r -/ ,�g' ® fl• t ;: y SCALE: i"' = 30' \ ( - o TO PREVENT SETTLING. 1 � / / � o , is 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA, UNLESS OTHERWISE NOTED) 6• ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE N ` �8 v I // • `�II ' MORTARED IN PLACE. - I 30 so \ I / / ; `� I I Feet 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. \_,_ ' N I / r �Pvv 8, THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE •® k �' / / 69� y�ONE ®►'�OF MAss,s,� AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. - - �4� // // g 2� 32� .•=.�Q(e,.,` ERFo�y��!� PLAN REVISIONS: �j6 a STEPH6N `��►' 05/20/I9 ADD SEPTIC DETAIL 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR J 6 1 / COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. - - - / �� 10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS Y 5 5 o DO " Q - 'I$ ep,(z--C -\ �(C�• q No.37559 ' • PER TITLE V REQUIREMENTS. - og' .- mrc N�OS, s 9p Ess�Jci: 19, ;,1 M APR . �- s,t' STEPHEN DOYLE AND ASSOCIATES \�52 32 NIF -cp�N°PNo�PN� �� , AP. O. BOX 621 G2 EAST FALMOUTH, MASSACHUSETTS 0253G �� TELEPHONE: 508 540-2534 SJ DSU RVEY@ AOL.'COM III I :