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0091 BLUFF POINT DRIVE
� � � � n- � � ��� � � � O I I v I i .} !. it 2 w\�v>, N �' l uY `p� %��`'� L ' � �„ i� 9.. - -- - --�' - - w, ------ ... �OFZHETp�y� Town of Barnstable s&xresr'WM Building Department-200 Main Street 9$A 2639. �0� Hyannis, MA 02601 lED MPS Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3359 CO Issue Date: 5/19/2020 Parcel ID: 034-066 Zoning Classification: RF Location: 91 BLUFF POINT DRIVE, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: C.H. NEWTON BUILDERS, INC. Permit Type: Residential - Single Family I Type of Construction: Design Occupant Load: 0 Comments: 5 Bedroom Single Family Home with Attached 2 Car garage 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition Hartford Fire Insurance Company NSFO }; Bond Department 200 Colonial Center Parkway, 5th Floor THE Lake Mary, FL 32746AdTFRt) NOTICE OF CANCELLATION OF BOND August 13, 2019 Town of BARNSTABLE 200 Main Street Hyannis, MA 02601 RE: C.H. Newton Builders, Inc. Bond Number: 08BSBHU3435 WHEREAS, on or about October 30, 2017 the Hartford Fire Insurance Company , as Surety, executed its License & Permit In the penalty Of one Thousand Five Hundred Dollars ($1,500 on behalf of C.H. Newton Builders, Inc. , Of West Falmouth, MA 02574 as Principal and in favor Of Town of BARNSTABLE as Obligee. WHEREAS, said bond,by its terms,provides that the said Surety shall have the right to terminate its suretyship thereunder by serving notice of its election so to do upon the said Obligee, and WHEREAS, the Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW, therefore, be it known that the Hartford Fire Insurance Company shall, ❑ At the expiration of days after receipt of this notice 0 Effective October 30, 2019 Consider itself released from all liability by reason of any default committed thereafter by the said Principal. SIG and DATED this 13th day of August 2019 a By: .�Z Paul Ricko, Attorney-in-Fact . 05 0: CC: EASTERN INSURANCE GROUP LLC _ -O 233 WEST CENTRAL STREET ` NATICK, MA 01760 ()0 �. CC: C.H. Newton Builders, Inc. P.O. Box 399 West Falmouth,MA 02574 GEN5502 Cell V aS 0 h QQ -77y- 3�2-So l�l green 184 Riverview Ave,Waltham,MA 02453 m TEL(781)-899-3618 FAX(781)893-6622 Sca �3lublhhed In 198fl www.GreenStampinsulation.com Spray Foam&Other Insulations September 13,2019 Location:�91-Blu_ff Point,Cotuit,MA Greenstamp Insulation has installed the following at the above location: • Roof: R-41 Hybrid-2"closed cell spray foam GACO One Pass with 7.5"open cell spray foam BASF Enertite • Basement Walls: R-20 closed cell spray foam,GACO One Pass,3" • Low Expansion closed cell spray foam installed around windows and doors to meet R-value of glazing • Exterior Walls: R-20 closed cell spray foam,GACO One Pass,3" • Garage Ceiling:R-30 open cell spray foam, BASF Enertite,8" GACO One-Pass closed cell spray foam R-7.2/inch BASF Enertite open cell spray foam R-3.8/inch All R-Values listed above are minimums. More may be installed on-site. Sincerely, c t enjamin J. M• s Ill President i O, • r .Final Construction Control Document UT* To be submitted at completion of construction by aRegistered Design Professional EPT A for work per the 9t" edition of the TO 2019 Massachusetts State Building Code, 780 CMR, Section 107 WA/OFBARNsr ABBE Project Title: Sullivan Residence Date:August 6,2019 Permit No. 8-17-335 1 Property Address: i91 Bluff Point, Cotuit Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Single family wood frame home I Daniel Webb MA Registration Number:40752 Expiration date: 6/30/2020 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Q Nothing in this document relieves the contractor of its �j onsrbf�y a ar ing the provisions of 780 CMR 107. DANIELW. L B 5TR RAL Enter in the space to the right a"wet'or o752 O electronic signature and seal: F 2019 = Phone number: 781-779-1330 Email: dan@webbss.net Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 .04 Town of Barnstable Building � g t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept eA. Posted Until Final Inspection Has Been Made.1639. Permit ,� ° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-17-3357 Applicant Name: DAVID L NEWTON Approvals Date Issued: 10/31/2017 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 04/30/2018 Foundation: Location: 91 BLUFF POINT DRIVE,COTUIT r� Map/Lot: 034-066 Zoning District: RF Sheathing: Owner on Record: SULLIVAN, MARY M TR Contractor Name-, H. NEWTON BUILDERS, INC. Framing: 1 $ l-6 I Address: SEVENTEEN BEECH TREE LANE RT Contractor License: 107888 2 HUDSON, NH 03051 Est. Project Cost: $20,000.00 Chimney: Description: DEMOLITION AND REMOVAL OF SINGLE FAMILY HOME Permit Fee: : $ 125.00 Insulation: Project Review Re Fee Paid.; $ 125.00 J q� / Final: Date: f 10/31/2017 Plumbing/Gas Rough Plumbing: Building Official 11 Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within''six months afteriissuance. All work authorized by this permit shall conform to the approved application and theiapproved 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 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 2.Sheathing Inspection Rough: 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: "Persons contracting 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: • �' ' � _ Town of Barnstable 4 . _ Building . ��� , ,Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card:Musf be Kept HARN1' �� ;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 Permit No. B-18-2592 Applicant Name: Eric Whiteley Approvals Date Issued: 08/13/2018 Current Use: Structure Pao c-SYEE�- Permit Type: Building-Sheet Metal-Residential Expiration Date: 02/13/2019 Foundation: O lol�r Location: 91 BLUFF POINT DRIVE,COTUIT Map/Lot: 034-066 Zoning District: RF Sheathing: Owner on Record: BEECH TREE LANE LLC Contractor Name: ERIC T WHITELEY Framing: 1 Address: 23 EXECUTIVE DRIVE ` Contractor License:' 15920 2 HUDSON, NH 03051 Est. Project Cost: $5,000.00 Chimney: Description: Ductwork ` % i11Io P Permit Fee: $85.00 Insulation: ! Project Review Req: Fee Paid:' $85.00 Final: Date: , 8/13/2018 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. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: 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 i t ! work until the completion of the same. Electrical f ' The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this-permit. Service: Minimum of Five Call Inspections Required for All Construction Work:: 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. Cry Final: "Persons contracting 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: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable _ Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BARNSMABM 'MASS. $ Posted Until Final Inspection Has Been Made. sbsv� �e F039. " Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit .: Permit No. B-17-3359 Applicant Name: DAVID L NEWTON Approvals Date Issued: 10/31/2017 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 04/30/2018 Foundation: Teardown Map/Lot: 034-066 Zoning District: RF Sheathing: Location: 91 BLUFF POINT DRIVE,COTUIT Contractor Name: C.H. NEWTON BUILDERS, INC. Framing: 1 Owner on Record: SULLIVAN, MARY M TR Contractor License: 107888 2 Address: SEVENTEEN BEECH TREE LANE RT r — - Est. Project Cost: $2,300,000.00 HUDSON, NH 03051 i '` Chimney: I Permit Fee: $ 11,855.00 Insulation: Description: REBUILD SINGLE FAMILY 5 BEDROOM HOME Fee Paid:' $ 11,855.00 Project Review Req: Date 10/31/2017 Final: : f au. T� Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the+approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: 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 work until the completion of the same. } s Final Gas: J The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:' Service: 1.Foundation or Footing I ` 2.Sheathing Inspection r 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. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �IHEA Town of Barnstable $ 200 Main Street,Hyannis,MA Tel.(508)862-4644 &679' �0 rfO IAA's e INSPECTION REPORT Permit: Building - New Construction - Rebuild After Teardown Use: Date: 5/29/2018 4:20 PM Inspector: bowerse Permit Number: B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Foundation A- Inspection Results PASS as-built received Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Date: 5/30/2018 2:28 PM Inspector : bowerse Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment i Building Foundation A- Inspection Results PASS Foundation ok Inspection Overall Comment: Foundation OK Overall Inspection Status: PASS Re-Inspection Date: Date: 9/17/2018 1:07 PM Inspector : carterj Permit Number: B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results NIC Sheathing ok. Need to inspect middle house chimney side everything else can be covered. Inspection Overall Comment: Sheathing ok. Need to inspect middle house chimney side everything else can be covered Overall Inspection Status: FAILED Re-Inspection Date: Inspector Signature Owner Signature Total Score: 100 �IHE i,. Town of Barnstable HAMSTASM HAM `0 200 Main Street,Hyannis,MA Tel.(508)862-4644 f0 MA'S 0 INSPECTION REPORT Date: 10/4/2018 10:54 AM Inspector: carterj Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Full sheathing ok Inspection Overall Comment: Full sheathing ok Overall Inspection Status: PASS Re-Inspection Date: Date: 10/18/2018 11:26 AM Inspector: carterj Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment ' Building Chimney B -Throat PASS Throat ok Inspection Overall Comment: Throat ok Overall Inspection Status: PASS Re-Inspection Date: Date: 8/13/2019 12:06 PM Inspector : carterj Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Frame ok Structural construction control document on file Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: S Inspector Signature Owner Signature Total Score: 100 '"E'. Town of Barnstable � o BAMWABM `fig 200 Main Street,Hyannis,MA Tel.(508)862-4644 ED MP�� INSPECTION REPORT Date: 9/16/2019 12:03 PM Inspector : carterj Permit Number: B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results PASS Insulation ok Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 9/16/2019 12:13 PM Inspector : carterj Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results PASS Insulation ok Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 5/12/2020 2:39 PM Inspector : prhude Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Fire- Inspection Fire F - Final Inspection PASS Passed final fire inspection. 5/12/20 Rhude Dept Inspection Overall Comment: Passed final fire inspection. 5/12/20 Rhude Overall Inspection Status: PASS Re-Inspection Date: Inspector Signature Owner Signature Total Score: 100 o,1HEr Town of Barnstable � BARNSTABtB. � `0g 200 Main Street,Hyannis,MA Tel.(508)862-4644 rE0 MA'S INSPECTION REPORT Date: 5/19/2020 1:45 PM Inspector : mckechnr Permit Number : B-17-3359 Name: SULLIVAN, MARY M TR Address: 91 BLUFF POINT DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Final A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Inspector Signature Owner Signature Total Score: 100 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION v Map 034 Parcel n66 Application# Health Division Date Issued � Conservation Division "l/ �c Application Fee t JPlanning Dept. 7 Permit Fee cc DateDefinitive Plan Approved by Planning Board rJ U �e�w•o �a�� Historic-OKH Preservation/Hyannis Q') cc: Project Street Address 91 Bluff 2nint Drive CO Village Catuit coo � Owner Beach Tree Lane LLC,Pat Sullivan.Manager Address 23 Executive Drive.Hudson.New Hampshire Telephone 603-882-5222 Permit Request Demolition&removal of existing single family home. Construct new single family home-aa4*0el. 0 f—. Demo value$20.000 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District RF Flood Plain Groundwater Overlay L ZIZP Project Valuation Construction Type 3B Lot Size 39.840(based on upland area Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure i oo Historic House: ❑Yes N No On Old King's Highway: ❑Yes ®No Basement Type: M Full ❑Crawl ®Walkout ❑Other Basement Finished Area(sq.ft.) 2.095 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 6 Half:existing new 2 Number of Bedrooms: existing 5_new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: W Gas ❑Oil ❑Electric ❑Other Central Air: (2 Yes ❑No Fireplaces:Existing New 2 Gas Existing wood/coal stove: ❑Yes M No Detached garage:❑existing ❑new size_Pool:❑existing W new size 04 Barn:❑existing ❑new size_ Attached garage:❑existing M new size625Shed:❑existing ❑new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes M No If yes,site plan review# Current Use Residential Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C.H.Newton Builders,Inc. Telephone Number 508-548-1353 Address 549 West Falmouth Highway License# CS-046192 P.O.Box 922 West Falmouth,MA 02541 Home Improvement Contractor# 107888 Email ddinardo(@chnewton.com Worker's Compensation# WCA-5237494-11 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne SIGNATURE ^ DATE Seotemher 27.2017 OF,h�x * COTUIT r �llrrE�Ttx>• lYUC1Tl • FIRE DISTRICT 'o o� 1926 °' 4300 FALMOUTH ROAD, P,O. BOX 451 O'r�JULV�9, COTUIT,, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 September-28, 2017 Beechtree Lane, LLC Attn: Patrick Sullivan,Trustee 91 Bluff Point Lane Cotuit, MA 02635 Dear Mr..Sullivan: This letter serves as confirmation that the water service was turned off at the street and the meter has been disconnected at 91 Bluff Point in Cotuit as of Tuesday, September 26, 2017. Please give us a call oil the morning of the demolition at 508-428-2687 so that we call remove the remaining service comiection materials: Sincerely,.. , uA.b Jennifer- ger Office Manages: WE Town of Barnstable Building Department Services Brian Florence,CBO. Building Commissioner 200 Main Sheet,Hyannis,MA 02601 www.town.barnstable.ma us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I, Pat Sullivan,Manager,Beech Tree Lane LLC__,as Owner of the subject property hereby authorize C. H. Newton Builders, Inc. to act on my beb4 in all matters relative to work authorized by this building permit application for. 91 Bluff Point,Cotuit (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accept S16iture of Owner e o plicant David L.Newton C.H.Newton Builders,Inc. Print Name Print Name September 21.2017 Date QTORMS:0WERPERIMSIONMI S Rev.09/16/17 Town of Barnstable License and Permit Bond Bond No. 08BSBHT8662 KNOW ALL MEN BY THESE PRESENT,that we c.H_ New on Builders. Tn_ Of West Falmouth. Massachusetts as Principal and Hart ford Fire insurance company , a corporation authorized under the laws of Indiana and Iicensed to bccome surety on bonds and undertakings in the State of Massachusetts, as Surcty, are held and firmly bound unto i The Town of Barnstable. (Massachusetts ,Obligee,in the penal sum of Three Hundred dollars $300 lawful money of , the United States, for which payment, well and tnily to be made, we bind ourselves,our heirs, executors, administrators,successors and assigns,jointly and severally, firmly by these present. WHEREAS, the said Principal has applied to the Obligee for a license or permit for/to Road Work at 91 Bluff Point Drive, Cotuit, MA 02456 r NOW,THEREFORE,THE CONDITIONS OF THE OBLIGATION IS SUCH, That if the said Principal shall faithfully perform the duties of such licensee or permitee, and in all things comply with the ordinances, rules and regulations appertaining thereto, then this obligation shall be void, otherwise to remain in full force and effect. The term of this bond is for the period beginning on the 26th day of september ,2017 { and ending on the 26th day of September ,erg_. This bond may be terminated at any time by the Surety upon sending notice in writing,by certified mail, to the clerk of the municipality with whom this bond is filed and at the expiration of thirty(30)days from the mailing of said notice,the liability of such Surety is thereby terminated and cancelled: and provide further, that nothing herein shall affect . any right or liability which shall have occurred tuider this bond prior to the date of such termination. ' s SIGNED, sealed and dated this 26th day of September , 20i i Hartford Fire Insurance Company C.H. Newton Builders, Tnc. Surety Principal Ellen J. Y ung t orneyIn Fact F f s t ( Dlrectlnqulrles/Clalms to: THE HARTFORD BOND,T-12 POWER OF ATTORNEY HartfOne Hartfordord,Co ne ticlaza utt06155 Bond.0 Iaims(Irlthehartford.com call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name:EASTERN INSURANCE GROUP LLC Agency Code: 08-o8o198 0 Hartford Fire Insurance Company,a corporation duly organized under the laws ofthe State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut OTwin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois r Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana �. Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford,Connecticut(hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint Ellen J. Young its true and lawful Attorney-in-Fact, to sign its name as surety(ies) only as delineated above by , and to execute, seal and acknowledge the , following bond,undertaking,contractor written instrument: Bond No. 08BSBHT8662 Naming C.H. Newton Builders, Inc. as Principal, and Town of BARNSTABLE as Obligee, In the amount of See Bond Form(s)on behalf of Company In its business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. t In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on May 6,2015 the Companies have ; caused these presents to be signed by its Senior Vice President and Its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further,pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are , and will be bound by any mechanically applied signatures applied to this Power of Attorney. I%Ito , •ra 70 1 p7919.. f i John V ray,Assistant Secretary M.Ross Fisher,Senior Vice President STATE OF CONNECTICUT SS. Hartford i COUNTY OF HARTFORD On this 11th day of January,2016,before me personally came M. Ross Fisher, to me known, who being by me duly swom,did depose and say:that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies,the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. a llora M.Stranko Notary Public CERTIFICATE My Commission Expires March 31,2018 I,the undersigned,Assistant Vice President of the Companies,DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of September 26, 2017. Signed and sealed at the City of Hartford. 9E)c) 'hW•► * lQ':).__� t" .1970 >�:/i o�,Nr.���. PS • ? �r.h1�r',1,°,.�+ �•n•,� �..m¢d' Kevin Heckman,Assistant Vice President cPOA 2016 s rrIIE, Producer Compensation Noticeffii WORD You can review and obtain information on The Hartford's producer compensation practices at www.thehartford.com or at 1-800-592-5717. I HR 00 H093 00 0207 ©2007,The Hartford Page 1 of 1 r ,' REScheck Software Version 4.6.4 Compliance Certificate Project Sullivan Residence Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family. Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 9,866 ft2 Glazing Area 34% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 91 Bluff Point Dr. Cotuit, MA 02635 Compliance: Passes using UA trade-off Compliance: 4.7%Better Than Code Maximum UA: 1465 Your UA: 1396 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Basement Floor: Slab-On-Grade:Unheated 363 15.0 0.655 238 Insulation depth: 6.0' Basement Wall-North: Solid Concrete or Masonry 932 0.0 15.0 0.043 40 Orientation: Front Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 10.0' Basement Wall-East:Solid Concrete or Masonry 626 0.0 15.0 0.043 27 Orientation: Right side Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 10.0' Basement Wall-South: Solid Concrete or Masonry ' 729 0.0 15.0 0.043 31 Orientation: Back Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 10.0' Basement Wall-West: Solid Concrete or Masonry 626 0.0 15.0 0.043 27 Orientation: Left side Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 10.0' Above Grade Wall-North:Wood Frame, 16"D.C. 1,266 20.0 0.0 0.059 45 Orientation: Front North Windows:Wood Frame:Double Pane with Low-E 344 0.300 103 Orientation: Unspecified Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 1 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Gross Area Assembly or Cavity Cont. U-Factor UA Garage Doors: Solid 162 0.540 87 Orientation: Unspecified Above Grade Wall-East: Wood Frame, 16"o.c. 1,862 20.0 0.0 0.059 89 Orientation: Right side East Windows:Wood Frame:Double Pane with Low-E 349 0.300 105 Orientation: Unspecified Above Grade Wall-South: Wood Frame, 16" o.c. 1,084 20.0 0.0 0.059 20 Orientation: Back South Windows:Wood Frame:Double Pane with Low-E 739 0.300 222 Orientation: Unspecified 1 Above Grade Wall-West:Wood Frame, 16"o.c. 1,668 20.0 0.0 0.059 67 Orientation: Left side West Windows:Wood Frame:Double Pane with Low-E 536 0.300 161 Orientation: Unspecified Flat Roof Deck: Flat Ceiling or Scissor Truss 615 49.0 0.0 0.026 16 Roof Rafters: Flat Ceiling or Scissor Truss 4,529 49.0 0.0 0.026 118 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 2 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception ,is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Recl.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate []Does Not [PR111 energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ) Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 3 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO111 Unheated ❑ Unheated ❑Does Not table for values. (A� ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F0311 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R_ ❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies (F0511 insulation installed per []Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not table for values. distance from top of wall. []Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [F011]2 to protect exposed exterior []Does Not '94, insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. []Does Not U []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 4 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR211 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. [-]Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures, ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ! ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. []Does Not J ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not 44 below 55 QF are insulated to>_R- ❑3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR2411 piping. ❑Does Not V []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >R-3. ❑Does Not J []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable 1 JHigh Impact(Tier 1) —T-21 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 5 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 6 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.1D 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not O) provided. []Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 7 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Final Inspection.Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. _ []Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air []Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g,across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of• - ❑Does Not design air flow. []Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 , Circulating service hot water []Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 8 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor i ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for []Not Applicable individual units connected to one' or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 403.10.2 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable change heater thermostat ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 9 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.10.3 Timer switches or other ❑Complies [FI19]3 automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools ❑Not Observable and permanent ❑Not Applicable 403.10.4 Outdoor heated pools and ❑Complies [F120]3 outdoor permanent spas have a ❑Does Not vapor retardant cover. ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not V []Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 09/27/17 Data filename: C:\Users\info\Google Drive\TE2\Projects\Sullivan Residence (Cotuit, Page 10 of10 MA)\Mechanical\HVAC Load Analyisis\Sullivan ResCheck.rck i 2015 IECC Energy Efficiency Certificate I Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 15.00 Floor 15.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 Door 0.54 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C.H. Newton Builders, Inc. Address: 549 West Falmouth Highway P.O. Box 922 City/State/Zip: West Falmouth, MA 02574 Phone #: 508-548-1353 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer with 38 4. ❑ I am a general contractor and I employees(full and/or,part-time).* have hired the sub-contractors 6. ® New construction 2.El am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ® Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. ' right of exemption per MGL Y �o workers comp. 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance Company Policy#or Self-ins. Lic. #: WCA 5237494-11 Expiration Date: 1/1/2018 Job Site Address:_ 91 Bluff Point Drive City/State/Zip: Cotuit, MA 02635 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certif 7�e a ins and penalties of perjury that the information provided above is true and correct. Si nature: Date: September 27 2017 Phone#: 508-548-1353 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: IL r ' Bk 313419 Po 236 IF 17995 04•-1.4--2017 a ids :: 49ct DEED JEANNE SULLIVAN MCKEIGUE, ALSO KNOWN AS JEANNE MCKEIGUE and NANCIE SULLIVAN CHAMBERLAIN, AS TRUSTEES OF THE SEVENTEEN BEECH TREE LANE REALTY TRUST, established under Declaration of Trust dated April 22, 2003 and recorded with the Barnstable County Registry of Deeds,Book 16871,Page 22 (the"Trust"),with an address of 99 Gate House Road, Chestnut Hill, Massachusetts 02467, for nominal consideration paid, grant. to BEECH TREE LANE LLC, a Massachusetts limited liability company, having an address of 23 Executive Drive, Hudson, New Hampshire 03051, with quitclaim covenants, a 1/6 undivided interest in the land with the buildings thereon, commonly known and numbered as 91 Bluff Point Drive, Cotuit (Barnstable), Barnstable County, Massachusetts, and more particularly described as follows: Lot 4 on the plan entitled "Definitive Subdivision Plan of Land of Cotuit Trust, Barnstable (Cotuit), Mass.," dated September 11, 1973 and drawn by New England Survey Services. Inc., which plan is recorded with said Deeds, Plan Book 280, Page 58 (the"1973 PIan"). Said Lot 4 contains approximately 49,068 square feet,according to the Plan. See also Land Court Plan No.39770A(the"Registered Plan'),Case No. 39770, as it may define the boundary between said Lot 4 and land now or formerly of one Crawford. The premises are conveyed together with the right, in common with others entitled thereto, to use and travel upon Bluff Point Drive, as shown on the 1973 Plan and the Registered Plan, for all purposes for which ways are commonly used in the Town of Barnstable for access to and from Ocean View Avcnuc, a public way. The premises are conveyed subject to and together with the benefit of the matters set forth in the Declaration of Restrictions of Bluff Point in Cotuit dated May 14, 1974 and recorded with said Deeds, Book 2040, Page 184,as may be in force and applicable. The premises are conveyed together with such beach and riparian rights of grantors herein as pertain to Lot 4 with regard to that portion of said Lot which abuts Cotuit Bay. tl 1026369YI The premises are hereby conveyed subject to and together with the rights with respect to drawing water from the well located on Lot 9 as shown on the 1973 Plan and the maintenance thereof at grantee's sole expense, as set forth in the deed of Thomas A. Wooters, Trustee to William H. Sullivan, Jr. dated January 14, 1975 and recorded with said Deeds, Book 2143, Page 94, for the purposes and subject to the limitations set therein. The premises are conveyed subject to and together with the rights, easements and restrictions as set forth in the Easement and Restriction Agreement of even date and recorded herewith. Being the same premises conveyed to Mary M. Sullivan, Trustee of the Seventeen Beech Tree Lane Realty Trust dated April 22, 2003 and recorded with said Deeds, Book 16871, Page 27. For appointment and acceptance of Jeanne Sullivan McKeigue and Nancie Sullivan Chamberlain as Trustees of the Trust, see Acceptance of Trustee Appointment dated September 28, 2012 and recorded with said Deeds, Book 26737, Page 108. [signatures appear on the following page] 1026104 Executed as a sealed instrument as of the x�day of l 1 0/%.j . 2017. Anne Sullivan McKeigue, as Trustee of the Seventeen Beech Tree Lane Realty Trust, and not individually STATE OF FLORID COUNTY OF t — Before me, the undersigned notary public, on this t r - day of 2017, personally appeared Jeanne Sullivan McKeigue who is personally known to me or was proved to me through a current document issued by a federal or state government agency bearing a photographic image of the signatory's face and signature, to be the person whose name is signed to the foregoing instrument and acknowledged to me that she signed it as her free act and deed and free act and deed of the Seventeen Beech Tree Lane Realty Trust,as Trustee as aforesaid voluntaril r i s urpose. MANUEL QARCIA g P` Notary Pubft state oS Aorm 73551 r%,X Commissio f N 2.200 (notary seal) �lb�p' My 00mm•exP� a 1(P-6 wt Executed as a sealed instrument as of the 12 day of 2017. I � Nancie Sullivan Chamberlain, as Trustee of the Seventeen Beech Tree Lane Realty Trust, and not individually COMMONWEALTH OF MASSACHUSETTS COUNTY OF M e-�\ Before me, the undersigned notary public, on this �T- day of 2017, personally appeared Nancie Sullivan Chamberlain who is personally known to me or was proved to me through a current document issued by a federal or state government agency bearing a photographic image of the signatory's face and signature, to be the person whose name is signed to the foregoing instrument and acknowledged to me that she signed it as her free act and deed and free act and deed of the Seventeen Beech Tree Lane Realty Trust, as Trustee as aforesaid voluntarily for its stated purpose. cP °TA9� i [notary sear on BARNSTABLE REWSIRY OF DEEDS John F. Meade, Register 1026104 I 9/28/2017 Details The Official website of the Executive Office of Public Safety and Security(EOPSS). Mass.Gov Home State Agencies W,Qensee Details emographic Information Full Name: DAVID L NEWTON Qw-ner Name: icense ress n orma ion City: Cotuit State: MA ipcode: 02635 o nt : U 'ted tates icense n orma ion License No: CS-046192 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 9/26/2017 Issue Date: Expiration Date: 9/19/2019 License Status: Active Today's Date: 9/28/2017 Secondary License Type: Doing Business As: atus Change Reason: License Re ewal rerequisi e n orma ion No Prerequisite Information Close Window] ©2011 Commonwealth of Massachusetts Site Policies Contact Us https://elicense.chs.state.ma.usNerification/Details.aspx?agency_id=1&license_id=235189& 1/1 � -Massachusetts Depadment of Public Safety i Board of Building Regulations and Standard'* License,CS-M192 Construction Supervisor DAVID L NEWTOU, 106 WMITMAR ROAD COTUIT MA 02635 F . ('--JZCK CA— Expiration: Commissioner 09119)7017 Conslruction Supervisor Restricted to: unrestficleo-Buildings of any use group vAlich contain less than 36.000 cubic feet(991 space, cubic motors)of enclosed Failure to Possess a current edition of the Massachusetts State Building Code is caurc for revocation of this license. DIPS Licensing information visit:WWW.MASS.GOV/DPS I hereby authorize my representative Daniel J. DiNardo, Special Projects Coordinator for C.H. Newton Builders, Inc. to make application my behalf with the Town of Barnstable for all applicable permits for the work to be performed at 91 Bluff Point Drive, Cotuit David L. Newton C "'"""' September 27, 2017 C�'��r, rru�trcnz�eulJ�"c�':�l`lclxir�uleC� . 011ice of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:,""'107888 Type: Office of Consumer Affairs and Business Regulation j Expiration:_...8/lb12018 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 C.H.NEWTON BUILDERS,"INC. David NeyRon 549 Main Rd 28A W.Falmouth,MA 02541 Undersecretary Not valid without signature I hereby authorize my representative Daniel J. DiNardo, Special Projects Coordinator for C.H. Newton Builders, Inc.to make application on my behalf with the Town of Barnstable for all applicable permits for the work to be performed at 91 Bluff Point Drive, Cotuit David L. Newton c L September 27, 2017 Bk 30752 PS 137 T45697 � > �� e�9-08-2017 of 1 1 e 5?c1 � > -A, ; r LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40. eDEP Transaction# BARNSTABLE Citylrown A. General Information Please note: BARNSTABLE this form has i.From: been modified Conservation Commission with added 2. This.issuance is for space to a.®Order of Conditions b.❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements Important: a.First Name b.Last Name When filling Beech Tree Lane LLC out forms on c.Organization the 23 Executive Drive computer, use only the d.Mailing Address tab key to Hudson NH 03051 move your e.City/Town f.State Zip C cursor-do g. p ode not use the 4. Property Owner(if different from applicant): return key. r� a.First Name b.Last Name c.Organization, nwa d.Mailing Address e.City/Town f.State g.Zip Code 5. Project Location: 91 Bluff Point Drive Cotuit a.Street Address b.City/Town 034 066 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: 41.d611m003s -70.d433m269s d.Latitude e.Longitude %gpaform5.doc• rev.6116/2015 Page 1 of Q I LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Citylrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): BARNSTABLE a.County b.Certificate Number(if registered land) 30419 232 c.Book d.Page 7. Dates: 7/26/2017 8/8/2017 8/22/2017 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance e. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Site Plan a.Plan Title Baxter Nye Engineering &Surveying Stephen A. Wilson, P.E. b.Prepared By c.Signed and Stamped by 7/26/2017 1" = 30' d.Final Revision Date e.Scale (SEE ADDITIONAL APPROVED PLANS ATTACHED PG 2.1) f.Additional Plan or Document Title g.Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. El f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaform5.doc• rev.6/16/2015 Page 2 of 12 I r , LIST OF APPROVED PLANS FOR BEECH TREE LANE LLC SE3-5501 (Also see Special Conditions on Page 10.1) Approved Plans= 1. July 26,2017 Site Plan by Stephen A. Wilson, P.E. 2. July 27,2017 Planting Mitigation Plan Gregory Lombardi Design, Inc. 3. July 24, 2017 Restoration Mitigation Plan by Wilkinson Ecological Design 4. July 24,2017 Land Management Plan by Wilkinson Ecological Design Order of Conditions Page 2.1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: LABureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction## BARNSTABLE Cityrrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet Is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it Is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.Gy dredged f.Gy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet e. ❑ Riverfront Area a.total sq,feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet j.square feet %vpaform5.doc• rev.6/16/2015 Pago 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement Areas 10. ❑ Designated Port Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.Gy dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 14. ❑ Coastal Dunes cu yd cu yd a.square feet b.square feet c.nourishment d.nourishment 15. ® Coastal Banks invasives removal b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feel 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.Gy dredged d.c/y dredged 1s. ❑ Land Containing Shellfish a.square feet b.square feet c.square feel d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a,c/y dredged b.c/ydredged 21. ❑ Land Subject to Coastal Storm a.square feet b.square feet Flowage 22. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet q i.square feet j.square feet wpaform5.doc• rev.6/16/2015 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont.) #23.If the 23. ❑ Restoration/Enhancement*: project is for the purpose of restoring or a.square feet of BVW enhancing a q b.square feet of salt marsh wetland resource area 24. ❑ Stream Crossing(s): in addition to the square footage that a.number of new stream crossings b.number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (BVBB M or The following conditions are only applicable to Approved projects. Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional 9 Y re ulator measures, shall be deemed cause to revoke or modify this Order. amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act;or b. The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 8/22/2020 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wpaform5.doc• rev.6/16/2015 Page 5 of 12 i ' a Massachusetts Department of Environmental Protection Provided by MassDEP: L111 Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE. Cityfrown C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number SE3-5501 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. %tiPaform5.doc•rev.6/1 6120 1 5 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5501 WPA Form 5 — Order of Conditions MassDEP File# LJ # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Cilyrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order(the"Project") (1)❑ is subject to the Massachusetts Stormwater Standards (2)® is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpaform5.doc• rev.6/16I2015 Page 7 of 12 I , Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City,rrown C. General Conditions Under Massachusetts Wetlands Protection Act(cont.) iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement),for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform5.doc• rev.6/1 612 0 1 5 Page 8012 LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal(for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions(if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. gmform5.doc• rev.6/1 6120 1 5 Page 9 o1 12 i LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5501 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The hereby finds(check one that applies): Conservation Commission a. ❑that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: BARNSTABLE S.237-1 - 1.Municipal Ordinance or Bylaw 237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions, attach a text document): See Pages 10.1, 10.2, 10.3 and 10.4 wpaform5.doc• rev.6/16/2015 Page 10 of 12 I . SE3-5501 Name: Beech Tree Lane LLC Approved Plans= July 26,2017 Site Plan by Stephen A.Wilson,P. E. July 27,2017 Planting Mitigation Plan by Gregory Lombardi Design,Irte. July 24,2017 Restoration Mitigation Plan by Willdnson Ecological Design July 24,2017 Land Management Plan by Willdnson Ecological Design. rindine: Given the fact that there is limited room to move all parts of the structure back,and the large number of European beech trees that would need to be removed, the Commission is allowing the structure to be constructed partially in the 50-foot buffer. Special Conditions of Approval 1. Preface Caution: failu-c to comply with all Conditions of this Order of Conditions may have serious consequences. Consequences may include: issuance of a Stop Worlc Order; fines; requirement to remove un-permitted structures; requirement to re-landscape to original condition; inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 5 and continue through Page 9. The Special Conditions contained herein and all Conditions require your compliance. ff. Prior to the start of woi*,the following conditions shall be satisfied: I. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission Division prior to the start of work 3. General Condition Number 10(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 10.1 I i G. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Wattles may be used instead, following consultation with the Conservation Agent. Where authorized for use,wattles shall be 12 inches in height at minimum. Effective sediment controls shall remain until the site is stabilized with vegetation,then they shall be removed. 7. Elevation plans are to be submitted prior to the start of work. 8. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note: The strawbales and siltation fence(or wattles,where approved)must show in the foreground(or bottom)of the photographs. M. The following additional Conditions shall govern the project once work begins. Note, especially,Special Condition Number 16, requiring verification of the locations of the foundation and strawbale lice. 9. General Conditions,Numbers 13 and 14(changes in plan)shall be complied with. 10. General Condition Number 18(maintaining sediment controls)shall be complied with. 11. The work limit shown on the approved plan shall be strictly observed. 12. There shall be no disturbance of the site, including cutting of vegetation,beyond the work limit. This condition shall continue over time. The only exception would be those disturbances with specific prior approval. 13. The Conservation Commission, its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 14. Unless extended, this permit is valid for three years fi-om the date of issuance. 15. An Amended Order does not change the original date of expiration of this Order of Conditions. 16. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation,walls,and work-limit line,and note any discrepancies from the approved plan. If verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 17. Any fill used for this project shall be clean till. Fill shall contain no trash,refiise,rubbish,or debris. 18. No CCA-treated or creosote-treated materials shall be used. 19. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff. 20. Pool and spa shall be disinfected by ozone injection or alternate method,as approved by the Conservation Commission. Drawdown water shall be sent to an appropriately sized leaching basin. Upon installation,a 10.2 letter shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which drawdown will be directed to the basin shall be described. 21. During construction,no area shall be left un-mulched Or Lin-vegetated for more than thirty(30)days. All areas disturbed during construction shall be re-vegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. 22. All proposed lawn areas shall be underlain with a mini rum of six(6)inches of loam. 23. All mitigation planting shall be carried out. Once completed,the planting shall be retained. Replacement shall be provided for specimens failing to thrive. Temporary irrigation may be provided. 24. The mitigation planting areas in the 50-foot buffer,as shown on the approved plan,shall be allowed to naturalize. They should not be irrigated(temporary irrigation only), fertilized,treated with herbicides or pesticides,mulched,`or weeded. Exceptions shall be made for watering by hand during drought conditions and management of invasive species without herbicides. `(Mulch may only be used until plants become established). Should mitigation plantings grow to obstruct a view corridor,prior approval of Conservation staff will be necessary before pruning or lowering height may occur. 25. Monitoring reports for the restoration area shall be submitted by a landscape professional once annually for a period of three years. Reports may commence after a growing season. 26. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or'W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit= 1 pound of nitrogen per 1,000 sq. n.of lawn per application). No fertilizer shall be spread on hard surfaces such as driveways and sidewalks. 27. Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. IV. After all work is completed, the following condition must be promptly met: 28. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned along with the request for a Certificate of Compliance and appropriate 10.3 fee. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect, landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying.substantial compliance with the plans,setting forth what deviation(s), if any,exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance and fee,along with an updated sequence of color photographs of the undisturbed buffer zone. 10.4 r P r LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-.DS0/ WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable Cilylrown E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special AUG 2 2 2017 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. 6 key to move your This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or filed7Letronisame time fd with the appropriate MassDEP Regional Office. r � Signatures: _ .�� C.L. by hand d livery on ❑ by certified mail, return receipt AUG 2 2 2017 requested,on Date• - Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order; or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.doe• rev.02/2&2010 BARNSTABLE REGISTRY OF DEEDS Pegeri Oft.& John F. Meade, Register a • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5501 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Citylrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------- To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 91 Bluff Point Drive, Cotuit, MA 02635 SE3-5501 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: P—k 30752 tr s 137 �4 �►9? Instrument Number ra�lq—f<�$--?�]�? 52ct If registered land, the document number identifying this transaction is: Document Number Signature o ppl' n wpaform5.doc• rev.6/1812015 .201y—a sz Page 12 of 12 i MASSAGNUSETTS STATE. EXCISE TAX BARNSTABL.E• COUNTY REGISTRY OF DEEDS Date: 04-14-2017 •J OB:49am Ct1;; 95 Duct. 17994 1 Fee; �1�',2r1�i,�i7 C:onlo $3t1..183Y333.34 E:x.0 I s':_. TAX ?;{if:Nrl taE'•'•..E C OI.s!�?"�Y M.. 1',TRY 91: !)4:10, ,1 j3;;,_t: j 7 q9; DEED .,, U•9fS.`:i Cons., ;<:.. :is; , ,:;:.•_ . JEANNE SULLIVAN MCKEIGUE, ALSO KNOWN AS JEANNE MCKEIGUE and NANCIE SULLIVAN CHAMBERLAIN, AS TRUSTEES OF THE SEVENTEEN BEECH TREE LANE REALTY TRUST, established under Declaration of Trust dated April 22, 2003 and recorded with the Barnstable County Registry of Deeds, Book 16871,Page 22 (the "Trust"), with an address of 99 Gate House Road, Chestnut Hill, Massachusetts 02467, for consideration of$3,583,333.34 paid, grant to BEECH TREE LANE LLC, a Massachusetts limited liability company, having an address of 23 Executive Drive, Hudson, New Hampshire 03051, with quitclaim covenants, a 5/6 undivided interest in the land with the buildings thereon, commonly known and numbered as 91 Bluff Point Drive, Cotuit (Barnstable), Barnstable County, Massachusetts, and more particularly described as follows: Lot 4 on the plan entitled "Definitive Subdivision Plan of Land of Cotuit Trust, Barnstable (Cotuit), Mass.," dated September 11, 1973 and drawn by New England Survey Services, Inc., which plan is recorded with said Deeds, Plan Book 280, Page 58 (the "1973 Plan"). See also Land Court Plan No. 39770A (the "Registered Plan"), Case No. 39770, as it may define the boundary between said Lot 4 and land now or formerly of one Crawford. The premises are conveyed together with the right, in common with others entitled thereto, to use and travel upon Bluff Point Drive, as shown on the 1973 Plan and the Registered Plan, for all purposes for which ways are commonly used in the Town of Barnstable for access to and from Ocean View Avenue, a public way. The premises are conveyed subject to and together with the benefit of the matters set forth in the Declaration of Restrictions of Bluff Point in Cotuit dated May 14, 1974 and recorded with said Deeds, Book 2040, Page 184, as may be in force and applicable. The premises are conveyed together with such beach and riparian rights of grantors herein as pertain to Lot 4 with regard to that portion of said Lot which abuts Cotuit Bay. 1026104 The premises are hereby conveyed subject to and together with the rights with respect to drawing water from the well located on Lot 9 as shown on the 1973 Plan and the maintenance thereof at grantee's sole expense, as set forth in the deed of Thomas A. Wooters, Trustee to William H. Sullivan, Jr. dated January 14, 1975 and recorded with said Deeds, Book 2143, Page 94, for the purposes and subject to the limitations set therein. The premises are conveyed subject to and together with the rights, easements and restrictions as set forth in the Easement and Restriction Agreement of even date and recorded herewith. Being the same premises conveyed to Mary M. Sullivan, Trustee of the Seventeen Beech Tree Lane Realty Trust dated April 22, 2003 and recorded with said Deeds, Book 16871, Page 27. For appointment and acceptance of Jeanne Sullivan McKeigue and Nancie Sullivan Chamberlain as Trustees of the Trust, see Acceptance of Trustee Appointment dated September 28, 2012 and recorded with said Deeds, Book 26737,Page 108. [signatures appear on the following page] q 1026369v1 Executed as a sealed instrument as of the :!day of , 2017. Nancie Sullivan Chamberlain, as Trustee of the Seventeen Beech Tree Lane Realty Trust, and not individually COMMONWEALTH OF MASSACHUSETTS COUNTY OF �2{fit' Before me, the undersigned notary public, on this �_ day of 2017, personally appeared Nancie Sullivan Chamberlain who is personally known to me or was proved to me through a current document issued by a federal or state government agency bearing a photographic image of the signatory's face and signature, to be the person whose name is signed to the foregoing instrument and acknowledged to me that she signed it as her free act and deed and free act and deed of the Seventeen Beech Tree Vane Realty Trust, as Trustee as aforesaid voluntarily for its stated purpose. �,°TA9�Fib: [notary seal] F; 0'01J800 •. os:�4I.. .� OF tJ 1026369v 1 Executed as a sealed instrument as of the '"day of �� , 2017. Jeanne Sullivan McKeigue, as Trustee of the Seventeen Beech Tree Lane Realty Trust, and not individually STATE OF FLORIDA COUNTY OF 4dm Before me. the undersigned notary public, on this k" day of A61 Di'Al , 20I7, personally appeared Jeanne Sullivan McKeigue who is personally known to me or was proved to me through a current document issued by a federal or state government agency bearing a photographic image of the signatory's face and signature, to be the person whose name is signed to the foregoing instrument and acknowledged to me that she signed it as her free act and deed and free act and deed of the Seventeen Beech Tree Lane Realty Trust, as Trustee as aforesaid voluntarily for its stated purpose. [notary seal] RONNIE PERSAD . Am W COMMISSION r<GG 067889 EXPIRES:January 30,2021 5W*d TWU Noma Pu*uW"ff%M ,)ARNSTABIE REGISTRY OF DEEDS John F. Meade, Register I i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 014 Parcel n66 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 91 Bluff Point Drive Village Cat,_jt Owner Beach Tree Lane LLC, Pat Sullivan, Manager Address 23 Executive Drive, Hudson, New Hampshire Telephone 603-882-5222 Permit Request Demolition &removal of existing single family home. Construct new single family home and pool. Demo value $20,000 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RF Flood Plain Groundwater Overlay Project Valuation 2.500,000 Construction Type 3B Lot Size 39,840 (-based on upland area Grandfathered: ❑ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family M Two Family ❑ Multi-Family(# units) Age of Existing Structure L9Ro Historic House: ❑ Yes G9 No On Old King's Highway: ❑ Yes 3 No Basement Type: M Full ❑ Crawl 0 Walkout ❑ Other - Basement�Finishecl Area=(sq:ft.)—.;u95- __ _ i_-i Basement-Unfinished-�Area-(sq:ft)--_ Number of Baths: Full: existing new 6 Half: existing new 2 Number of Bedrooms: existing 5 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑ Other Central Air: M Yes ❑ No Fireplaces: Existing New 2 Gas Existing wood/coal stove: ❑ Yes M No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing N new size 654 Barn: ❑ existing ❑ new size Attached garage: ❑ existing 0 new - size625Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes M No If yes, site plan review # Current Use Residential Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C H Newton Builders Inc Telephone Number 508-548-1353 Address 549 West Falmouth Highway License # CS-046192 - P.O. Box 922 West Falmouth, MA 02541 Home Improvement Contractor# 107888 Email ddinardoachnewton.com Worker's Compensation # WC;A - 5237494-11 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne SIGNATURE DATE September 27, 2017 I AC RO " CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 3/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNAM A Construction Eastern Insurance Group LLC PHONE (800)333-7234 FAX 233 West Central St E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERA.Union Insurance Co 25844 INSURED INSURER B Acadia Insurance Company. 31325 CH Newton Builders Inc INSURERC: P.O. Box 399 iNSURERD: 549 West Falmouth Highway INSURERE: West Falmouth MA INSURERF: COVERAGES CERTIFICATE NUMBER:NASTER 2017 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBRI POLIC EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MIDD MMID LIMITS % COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR PREMISESRENTED— $ 50,000 CRA5237488-11 1/1/2017 1/1/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a PEA LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY Ea COMBINED SINGLE MI $ 1,000,000 B B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS AUUTOS T:91A5240516-11 1/1/2017 1/1/2018 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS are acrid $ PIP-Bask $ S UMBRELLA LIAR S OCCUR EACH OCCURRENCE $ 10,000,000 B EXCESS LIAB CLAIMS4MADE AGGREGATE $ 101000,000 DED I B I RETENTION$ 10,000 COA5237493-11 1/1/2017 1/1/2018 1 $ WORKERS COMPENSATION % $TAT E E AND EMPLOYERS'LIABILITYY/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? rN N/A 8 (Mandatory in NH) wCA5231494-11 1/1/2017 1/1/2018 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 A BUSINESS PERSONAL. PROPERTY CPAS237488-11 1/1/2017 1/1/2018 LIMIT $200,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,AddlUonal Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PMA =2 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS026 rxli4mt r OF BARNSTABLE 22 vQ� .troy _ 5 E?, p. PWMW.4•HEAhm. Amtowm6iim. C 1 4 778 WN STRm Osh1A'02655 PH:(508)4286365. FAX:'(508)420.0180 i r i October 4,2017 To whom it may concern, Carl F. Riedell &Son, Inc. has performed a visual inspection of 91 Bluff Point,Cotuit MA 02635 and has determined that the gas service, water service and septic service has been disconnected. If you have-any questions, please feel.free to contact the office. Thank you, Mark Razzana Plumbing Foreman Carl F. Riedell_&`Son.. License#8246 r 10/17/2017 TUB 10: 04 FAX 781 441 8765 ®001/001 EVERSMUR.C wastvmod,mas6am aft 0 090 ENERGY . . .: TOVfl"! OF BARNSTABLE October 4, 2017 `7 �'7 25 " ' P: ?2 Joseph McKeigue 23 Executive Dr. Hudson, NH 03051 i RE: 91 Bluff-Point Dr., Cotuit, MA 02465 Dear Mr. McKeigue: At Eversource, we're committed to delivering great service. This letter serves as.conflrmatlorrthat; as.of 1014/17; the electric service to 91 Bluff-Point Dr.. Cotuit, MA 02465, has been.removed. Based on this information, there'is:no electric power at this address and you may proceed with the demolition, If you have any questions, please contact me at (888) 633-3797. Sincerely, Ms. Jurgile &z. Electric Services Support Center L OF Iff TM�11,`,,I, OF BARNSTABLE COTUCT Water Pepartraenf, FIRP DISTRICT vo 1926 4300 FALMOUTH 'ROAD, P.O. boix 45.1 !5 1 JULY COTUIT, MASS. 02p-�5- ? PHONE. 508-4284260 FAX 508-428-75 1-7. 11 S ON September. 28, 2017 Beeclitree Lane, LLC Attn, Patrick Sullivan, Trustee 91 Bluff Point Lane CoItOit,MA 02635 Dear Mr.SulliVafi, This letter serves AS confirmation thatflie.water service was turned off at the street and the meter has been disconnected at 91. Bluff Point,111 1 Cotuit.as of Tuesday, SeVteniber 26, 2017. Please give us a call on the morning of the demolition at 508-428-2687 so that we can remove the remaining service connection materials. Sincerely, enftif.e� ger Office,.Manager TMVI`I' OF BARNSTABLE nationalgrid `` ' 40 Sylvan Road Fri YSI Waltham, MA 02451 October 24, 2017 Attn: Jason Ainsworth Re: 91 Bluff Point Dr, Cotuit MA This letter is to notify you that the gas service located at 91 Bluff Point Dr, Cotuit MA was cut and capped for demolition on October 23, 2017. Please be sure to call Dig Safe before demolition. If you have any questions, please feel free to contact me at 781-907-2074. Thank you, 6rdew, �iaGai�a, Bob Fontana Gas Connections Rep. nationalgrid robert.fontana@nationalgrid.com (781) 907-2074 Bowers, Edwin From: Dan DiNardo <ddinardo@chnewton.com> Sent: Wednesday, October 11, 2017 4:48 PM To: Bowers, Edwin Cc: Jason Ainsworth Subject: Re: Permit/Application:TB-17-3357 at 91 BLUFF POINT DRIVE, COTUIT for Building - Demolition Hi Ed, we are chasing them daily. Electric has a temp already and can't seem to get them to issue the letter.Gas has been scheduled for some time and is promised to be disconnected by the end of the week. I will keep the pressure on them.They don't make it easy. We are anxious to get this project started as you might imagine.Thanks, Dan D Sent from my iPhone On Oct 11, 2017, at 3:49 PM, Bowers, Edwin<Edwin.Bowers@town.barnstable.ma.us>wrote: Hello I am looking for utility disconnect letters from the Gas and Electric Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 1 e&r) I�to-q- 17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map n3a Parcel n66 �O Application# Health Division ®1� Date Issued — 7 Conservation Division Application Fee Planning Dept. $P�I�Se�,"3 Permit Fee Date Definitive Plan Approved by Planning Board _\h1W 0 Historic-OKH Preservation/Hyannis Project Street Address 91 Bluff Point Drive Village c'atilU Owner Beach Tree Lane LLC Pat Sullivan Manager Address_23 Executive Drive,Hudson.New Hampshire Telephone 603-882-5222 I i Permit Request Installation of 43'-6"X 15'-0"in ground pool and 8'X 8'Spa IQ4 0 V71 4., ' w ' G t3 �h 1'2 D�Ci, 1'r Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 200.000 Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size_Pool:❑existing ❑new size _ Barn:❑existing ❑new size_ Attached garage:D existing ❑new size_Shed:❑existing ❑new size _Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Residential Proposed Use Residential APPLICANT INFORMATION ti (BUILDER OR HOMEOWNER) Name C.H.Newton Builders,Inc. Telephone Number 508-548-1353 Address 549 West Falmouth Highway License# CS-046192 P.O.Box 922 West Falmouth,MA 02541 Home Improvement Contractor# 107888 Email ddinardoochnewton.com Worker's Compensation# WC'A-52 3 7494-1 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Rourne SIGNATURE DATE September 27.2017 I Town of Barnstable Building Department Services Brian Florence,CBO. IMM Building Commissioner 200 Maia Street,Hyannis,MA 02601 i www.town.barnstable-ms ns Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Pat Sullivan Manager Beech Tree Lane LLC ,as Owner of the subject property hereby authorize C. H.Newton Builders,Inc. to act on my behalf; in all matters relative to Work authorized by this bolding permit application for. 91 Bluff Point,Cotuit (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accept . . Sture of Owner e o Applicant David L.Newton C.H.Newton Builders,Inc. Print'Name. Print Name September 21,2017 Date Q:F0R1AS:0VR4MPER2v0SI0NP00LS Rcv 0&/16/17 INS UL �T 1 A ON !A 7 r1YM Y4rr IIAMIrrr MAT FQA04 rurrrncru &AM JV FIYr INfYuflON CIIgNOr 1-800-696-6611 `['own of B,unstable lZegulatory Services Bui.ldi.ng Division 200 Main St l-lyarini.s, I4A 02601 r /Date: Dear Building Inspector ! Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed &. completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building per.l-nit application. All work has been inspected by a certified Building Performance Institute (BP-1) inspector. All work preformed meets or exceeds Federal & State Requirements. Pro erty Owtler Property Address Village sal/rva,� 91 ?/4 �vm.,,.F 111SUlation Installed: Fiberglass Cellulose R-Value Restricted Uiu•estricted Ceilings a r) ( ) ) Slopes ) ( ) ( ) ( ) ) Moors Walls ) ) ( ) ) ) Put Sincerely �G171 He .ry L Cas, y Jr, President C' e Cod .[I , ulation, Inc. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map b3 / Parcel Ok fo Application # C�?0 f 7 6 fW Health Division Date Issued 2-. 2,.ly PV Conservation Division Application Fee Planning Dept. Permit Fee f Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Stre' Ad�•res's. I 'M Al Villa9 Owner Address Telephone U Permit Request r �on4 h I .0 / Square feet:. 1 st floor: existing proposed 2nd floor: existing propos d Total new Zoning District Flood Plain Groundwater Overlay ,Project Valuation 10 `(T' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ` Basement Finished Area(sq.ft.) Basement Unfinished Area (s4l _ c� J Number of Baths: Full: existing new Half: existing new ' Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes C�I�IVo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 7�D �j_5 Name liV� C�ti Tele hone Number V_/ �``21 `( p .Address eCtva l License # Home Improvement Contractor# �&J -7 Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t SIGNATURE DATE j Y (' f(J7 "�. FOR OFFICIAL USE ONLY r APPLICATION# ` DATE.ISSUED ` MAP/PARCELNO. . ADDRESS VILLAGE ` OWNER r - f t t DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE - € . - f • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING D:_TE CLOSED OUT AS-S:Q. .WION PLAN NO. t . oMassachusetts - Department:of Public Safety :.bbard of Building Regulations and Standards Construction Superl•isO'r License: CS-100988.. .1.I IS r' HENRY E CASSD?V 8 SHED ROW WEST YARMOIFITI 3 I \ Expiration Commissioner 11/11/2015 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 "w Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2016 Tr# 259188 CAPE COD INSULATION, INC HENRY CASSIDY 18 REARDON CIRCLE SO. YARMOUTH, MA 02664 Update Address and return card. Mark reason for change. Address Renewal Employment Lost Card SCA 1 0 20M•05/11 �e�a»v��aoouue���l/n�C%r/�rW:tac/uaeCt�i �\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: `1.53567 Type: Office of Consumer Affairs and Business Regulation xpiration:,--12115/20:1.6 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPE COD INSUt.ATCQN;;INC"_'="` HENRY CASSIDY - 18 REARDON CIRCLE"- `;" SO.YARMOUTH, MA 02664. ' Undersecretary N valid wi ut sign e r � l4 The Commonwealth of Massachusetts Department of IndustrialAccidents 4 W Office of Investigations J 1 Congress Street, Suite 100 oc� Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/El ectricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Or 'zation/Individual): UA Address: M. City/State/Zip; WVarq Phone#: I-2VO Are you an employer? Check Jhe appropriate box: general contractor and I Type of project(required): 1.�'I am a employer with 4. ❑ I am a g employees (full and/or part-time). have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers 9. ❑ Building addition ' [No workers' comp, insurance comp. insurance.t � required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no I employees. [No workers' 13.� Other LkI r i comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this'kfdavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site Information. Insurance Company Name: Policy#or Self-ins. 'c. #: 1'c 0 0 1Expiration Date: Job Site Address: V City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify n r pains and penalties of perjury that the information:provided above is true and correct. Si nature: Date: �10/0 Phone#: OfJlcial use only. Do not write In this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: l CAPECOD-27 KLIGETT CERTIFICATE OF LIABILITY INSURANCE DAT113/ D/YYYY) 611 319014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). RODUCER CONTACT 0gers&Gray Insurance Agency,Inc. PHONE Barbara DeLawrence 14 Rte 134 FAX (877 816 2156 Guth Dennis,MA 02660 EMAIL A/c No ADDRESS:bdelawrence@rogersgray.com INSURERS AFFORDING COVERAGE NAIC p INSURER A:Peerless Insurance Company SURED INSURERB:COMMERCE INSURANCE COMPANY Cape Cod Insulation Inc INSURER C:Evanston Insurance Company 18 Reardon Circle INSURER D:ATLANTIC CHARTER INSURANCE GROUP South Yarmouth,MA 02664 INSURER E INSURER F OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: T IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IN ACATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE POLICY NUMBER MM/DDYY MM/DDY E YY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR CBP8263063 64/01/2014 04/01/2015 PREMISES ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY JECT LOC GENERAL AGGREGATE $ 2,000,00 PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 ANY AUTO 14MMBCKVMK ALL 04101I2014 04/01/2015 BODILY INJURY(Per person) S O X AUTO SCHEDULED AUTOS BODILY INJURY(Per accident) $ AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ j EXCESSUMBRELLAB X OCCUR XONJ4 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE 53514 04/01/2014 04/01/2015 AGGREGATE $ DEC) I X I RETENTION 10,000 Aggregate $ 1,000,000 ORKERSCOMPENSATION PER OTH- 1[NOEMPLOYERS'LIABILITY STATUTE ER NY PROPRIETOR/PARTNER/EXECUTIVE Y/N WCA00525904 06/30/2014 06/30/2015 FFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 6Mandatory In NH) yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORO 101,Additional Remarks Schedule,may be attached If more space Is required) rkers Compensation Includes Officers or Proprietors. ' iltlonal Insured status Is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder, :R IFICATE HOLDER CANCELLATION OWNER AUTHORIZATION FORM (Owner's ame) pc �K Trw� owner of the property located at g Q Iul- Poi-t .(Property Address) C'o 4; (Pro erty Address) hereby authorize (1L , (Subco tractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. c` Owner's gnature �. I�ecP.,,,•!� oZr ZUl�/ Date" I The Mary M. Sullivan 1988 Trust Acceptance of Trusteeship Reference is made to the indenture of trust made December 29, 1988, by and between Mary M. Sullivan as Donor and Mary M. Sullivan and William H. Sullivan, Jr., as the initial Trustees creating The Mary M. Sullivan 1988 Trust, as said indenture has been altered by a First . Amendment dated April 22, 1993, which amendment restated said indenture in its entirety, a Second Amendment dated March 27, 1996, a Third Amendment dated December 12, 1997, a Fourth Amendment dated June 18, 1999, a Fifth Amendment dated November 10, 2000, a Sixth Amendment dated January 28, 2003, and a Seventh Amendment dated February 26, 2009. WHEREAS,Mary M. Sullivan,died on July 1, 2012; WHEREAS, Article TWELFTH of the Trust provides that if the Donor ceases to serve as a Trustee for any reason, the Donor's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, shall each serve as a successor Trustee, and Daniel Goldberg, of Boston, Massachusetts, shall serve as the initial disinterested Trustee; and WHEREAS, it is the desire of Nancie Sullivan Chamberlain to accept said office of successor Trustee of all trusts created by said Trust; NOW THEREFORE, by this instrument, Nancie Sullivan Chamberlain hereby accepts the office of successor Trustee of all trusts created by said Trust. t Executed this. #0 day of T 2612. ancie Sullivan Chamberlain COMMONWEALTH OF MASSACHUSETTS County op" On this �)7 day of -C , 2012, before me, the undersigned notary public, personally appeared Nancie S llivan Chamberlain, proved to me through satisfactory evidence of identification, which was -Dr',W ey- L r C (if personally known, so state) to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose, DANNY GARCIA Not :yam Ubll �'�°` `4�? Notary Public-State of]Florlda WWIImission expires: m o•=My Comm.Empires Feb 113 Commission N DO 85Bonded Through Nallonal Not I Acceptance of Trusteeship The Mary M.Sullivan 1988 Trust The Mary M. Sullivan 1988 Trust Acceptance of Trusteeship ! Reference is made to the indenture of trust made December 29, 1988, by and between Mary M. Sullivan as Donor and Mary M. Sullivan and William H. Sullivan, Jr., as the initial Trustees creating The Mary M. Sullivan 1988 Trust, as said indenture has been altered by a First Amendment dated April 22, 1993, which amendment restated said indenture in its entirety, a Second Amendment dated March 27, 1996, a Third Amendment dated December 12, 1997, a ; Fourth Amendment dated June 18, 1999, a Fifth Amendment dated November 10, 2000, a Sixth Amendment dated January 28,2003, and a Seventh Amendment dated February 26,2009. WHEREAS, Mary M. Sullivan, died on July 1, 2012; WHEREAS, Article TWELFTH of the Trust provides that if the Donor ceases to serve as : a Trustee for any reason, the Donor's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, shall each serve as a successor Trustee, and Daniel Goldberg, of Boston, Massachusetts, shall serve as the initial disinterested Trustee; and WHEREAS, it is the desire of Patrick J. Sullivan to accept said office of successor Trustee of all trusts created by said Trust; NOW THEREFORE, by this instrument, Patrick J. Sullivan hereby accepts the office of successor Trustee of all trusts created by said Trust. Executed this C�(St day of S� ; 2012, Patric . Sullivan F COMMONWEALTH OF MASSACHUSETTS t County of On this a( St day of �ep}em 6e.( , 2012, before me, the undersigned notary public, personally appeared Patrick J. Sullivan, proved to me through satisfactory evidence of ' identification, which was MZs Ul'h SP_m ]D�au"p (1 (if personally known, so state) to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, n (SEAL) Notary Public ttat�� owoo�w My commission expires: l0 IZ Zo I k P%mmma o Iqft k" ; OT13M'f Vt�M!!8 , 13 Acceptance of Trusteeship The Mary M.Sullivan 1988 Trust FIRST AMENDMENT TO THE MARY M. SULLIVAN 1988 TRUST MARY M. SULLIVAN, of Atlantis, Florida, Donor of THE MARY M. SULLIVAN 1988 TRUST dated December 29, 1988, with MARY M. SULLIVAN and WILLIAM H. SULLIVAN, JR. , as initial trustees, pursuant to the provisions of Article FIRST, hereby amends said trust as follows: 1. The Donor and the Donor's husband, WILLIAM H. SULLIVAN, JR. , prior to the execution of this First Amendment, have changed their domicile from Cotuit, Massachusetts to Atlantis, Florida and this trust amendment is made to take this change of domicile into account and for other purposes. 2 . Articles FIRST through FIFTEENTH inclusive of said trust are hereby deleted in their entirety and the following new Articles FIRST through FIFTEENTH are substituted in their place and stead, and said trust is restated in its entirety as follows: FIRST: This trust may be known as "THE MARY M. SULLIVAN 1988 TRUST" . The Donor shall have the right at any time or times, by a writing or writings (other than a will or codicil) signed by her and delivered to the trustees during her lifetime, - o 3favolee th4-'� trust hereunder, or to alter or amend this trust instrument, in whole or in part. If this trust is revoked in its entirety, the revocation shall take effect upon the delivery of the required writing to the trustees, who shall thereupon pay or transfer all of the trust property to the Donor, or as she directs. Any alteration or amendment of this trust instrument shall take effect when consented to in writing by the trustees . 1 /... •• I - / / SIXTH: (d) Notwithstanding anything to the contrary herein, after the death of the survivor of the Donor and the Donor' s husband, the Donor directs that no real property owned by the trust be sold by the trustees of the trust without the express written consent of i a majority of the Donor's children of full age and legal capacity. In the event that there are an equal number of the Donor' s children who consent to the sale of any such real property and who fail to consent to such sale resulting in a deadlock, then the Donor' s daughter, JEANNE SULLIVAN MCKEIGUE, even though she consented or failed to consent to such sale, shall break said deadlock by a separate written instrument directing the trustees to sell or refrain from selling such real property. SEVENTH• 1 1.-1L. i i i respect to each such payment be a sufficient dis- charge to the trustees so that they need not see to the further application thereof. (b) The interest of each beneficiary, and all payments of income or principal to be made to or for any beneficiary, shall be free from interference or con- trol by any creditor or spouse of the beneficiary and shall not be capable of anticipation or assign- ment by the beneficiary. (c) In this instrument, references to "child" or "chil- dren" mean descendants in the first degree only, and references to "issue" mean descendants in the first, second or any other degree, in each case meaning lawful descendants, whether by blood or by adoption and whether living on the date of this trust instru- ment or born or adopted thereafter. (d) Each of the trusts hereunder shall constitute a sep- arate and distinct trust, but for convenience of administration the trustees may, in their discre- tion, mingle or combine any of the investments or property of said trust in a common fund in which the several contributing trusts shall have undivided proportionate interests. ELEVENTH: In extension and not in limitation of the powers given them by law or other provisions of this instrument, the trustees (referred to in the singular in this Article) of each trust hereunder shall have the following powers with respect to the trust and its property, in each case to be exercised from time _!L__im = .::°the° ' discretion, o.f::the.•_t.rustee-s._ �c�tw�thQut: ;corder :or license of court: (a) To administer, retain, invest, and reinvest the trust fund in any state or jurisdiction and in any property, real or personal, tangible or intangible (including investment companies and common trust funds maintained by a corporate trustee or any affiliate thereof without the necessity of notice to the beneficiaries) whether or not of a kind or in a proportion ordinarily considered suitable for trust investments and whether or not productive or market- able. To make secured or unsecured loans, and with respect to mortgages and other security held by the trust, to modify the terms thereof, to release par- tially, to foreclose and to purchase at foreclosure sales. To permit all or any part of the trust prop- erty to be held in the custody of any individual or business entity whether within or without Florida. (b) To participate in any reorganization, recapitaliza- tion, merger or similar transaction; to give proxies or powers of attorney with or without power of sub- stitution for voting upon any shares or certificates of interest belonging to the trust. (c) To manage real property in such manner as the trustee shall deem best, including authority to erect, alter, or demolish buildings, to adjust boun- daries, to dedicate streets or other ways for public use without compensation, to improve, repair, in- sure, subdivide and vacate any of said property; to impose such easements, restrictions, conditions, stipulations and covenants as the trustee may see fit. The trustee shall have no duties to perform or obligations to assume with respect to any real estate, including the duty to inspect and appraise under 12 Code of Federal Regulations 9 .7 (a) (2) , or maintain the real estate, unless so requested, so long as either the Donor, or her spouse, is occupy- ing the property as a home or personal residence, provided however that upon receipt by the trustee of a certificate signed by a physician stating that in the opinion of such physician the Donor, or her spouse, is either mentally or physically incapable of attending to business affairs then the trustee may inspect and pay from the income or principal of the -trust the reasonable expenses for mortgage pay- ments, if any, maintenance, repairs, taxes, insur- ance and protection of said home. (d) To sell at public or private sale, to borrow upon _. y .. such terms as the trustee ma determine, to mortgage . pledge with po `o� sae ' to` leaseor:suli 'time " and on such terms as they may deem advisable and regardless of whether the lease may extend beyond the term of the trust, and to exchange or partition all or any part of the property, real or personal, at any time held, without order or license from any court, and to execute any or all deeds or other in- struments necessary or appropriate therefore with or without covenants, warranties and representations. To abandon in any way, property which it determines not to be worth retaining. (e) To carry stock certificates and other property of the trust in the form of street certificates or in the name of a nominee including their own, or in any other form, without disclosing the existence of any trust. i (f) To hold separate trusts or any shares of a trust in one or more consolidated funds in which the separate trusts have individual interests and on any division or distribution to make the same in cash or in kind or partly in each at such valuations as they deter- mine to be reasonable. (g) To make any payment or distribution directly to any beneficiary whether or not competent or to apply the same for his benefit and in the case of a minor to deposit the same in a savings account in his name or to invest the same in custodianship or trust for his benefit or to make payment to his parent or guardian for his benefit. (h) To determine what shall belong and be chargeable to principal and what shall belong and be chargeable to income, and in making that determination, the trustee may employ an accountant or attorney-at-law and rely upon his opinion. To amortize or to re- frain from amortizing bond premiums. (i) To retain such reserves and to pay out of income or principal as the trustee deems proper for expenses, taxes, depreciation, and other liabilities of the trust. (j ) To settle by compromise or arbitration or otherwise any and all claims and demands in favor of or against or in any way relating to the trust property upon such terms as the trustee deems advisable. (k) If the exercise of a durable power of attorney transferring_ property to this trust results in a probate estate insufficient to make payments of leg- __,.,. acies, devises, or_axi .. other .payments -provided for . `1Y ' a; the Donors':s w 11 rie Donor' h reby '`drreo '= the trustee to make said payments directly from trust assets or to transfer trust assets to the Donor's estate to permit his personal representative to make said payments. (1) To divide any trust hereunder at any time into two separate trusts in order that the federal generation-skipping transfer tax inclusion ratio for each such trust shall be either zero or one. r� 13 I I . FOURTEENTH: The original of each alteration or amendment of this trust instrument, each resignation,- removal or _.of.•_. .a trustee, and each acceptance of appointment, _ - - shall be kept attached to the original of this trust instrument, which shall be held by the trustees. Anyone may rely on a copy certified by a notary public of this instrument or of any writings - attached thereto as fully as on the original document; and anyone may rely fully upon any statements of fact certified by anyone who appears from the original document or a certified copy thereof to be a trustee hereunder. FIFTEENTH: This trust instrument and the trusts hereunder shall be governed, construed and administered in accordance with the laws of the State of Florida from time to time in force. In all other respects, the Donor hereby ratifies, confirms and republishes THE MARY M. SULLIVAN TRUST dated December 29, 1988. Thi . FIRST AMENDMENT is signed and sealed this ,��- day of , 1993 . MARY M. SULLIVAN, Donor STATE. OF FLORIDA D / �d✓'i�� Ss. Cam(: �i* y , 1993 Then personally appeared the above-named MARY M. SULLIVAN, and acknowledged the foregoing instrument to be her free act and deed, before me, CLbtary Public My Commission Expire_ �a P1Y,'Gi�i rnrn !t.i 'il.i7ti c:tN. C1.1 ,: 4C= JOIiD[ll 4L.. 2oC[g/ Htl BG u. rfi.':J a ' I CONSENT AND ACIMOWLEDGMENT We, the undersigned trustees of THE MARY M. SULLIVAN 1988 TRUST dated December 29, 1988, hereby consent to the foregoing F T NDMENT and acknowledge its delivery this 2 -day of ,.: 1993 . - - MARY M. S/VLLIVAN, Trustee WILLIAM H. SULLIVAN, JR. , Trustee 8522/8 19 - I Notary Acknowledgement STATE OF COUNTY OF u/ir7 .a � The foregoing instrument, (description of instrument) was acknowledged before me this day of rlbv (name of person acknowledged) p who is personally known to me, or �- who has produced r / 0 r 10t w -as identification, and (type of ldendfuadon) who ❑ did 0 did not take an oath. c (1? o c O (signature of Person T ngAekn ledgementj NOTARY PUBLIC STATE OF FLORIDA rno / MY COMMISSLON EXP. OCT,28,1994 d.. �/ ttyriedj BONOED THRU GENERAL INS. UNO. ()Vame of Aeknowledger Typed, PrWed or Stamped) (Title or Rank) '(Serial Number, (f ant) -officid N090r7 Seal)' —— I (For individual acting in his/her own right) Michael Zukowski From: JJMCKEIGUE Ujmckeigue@aol.coml Sent: Friday, December 19, 2014 10:18 AM To: michaelcci@verizon.net Cc: tiger@cape.com Subject: Mary M Sullivan Trust Info relevant to 91 Bluff Point Drive Attachments: Sullivan__Seventh_Amendment_to_Trust_4833-3947-3428.pdf; Sullivan_-_Acceptances_of Trusteeship_4831-0197-0964.pdf; Redacted_copy_of_First_Amendmentand_Restatement_4851-6694-5300.pdf Hi Michael, I am forwarding information regarding the Mary Sullivan Trust that names me one of the successor trustees of the Mary M Sullivan Trust. I attach copies of the following relevant documents: 1. Complete copy of the Seventh Amendment to the Trust, being the last Amendment, which sets out the successor Trustees of the Trust. Mary and her husband, William, were the initial Trustees of the Trust. William died on 2/28/98. At the time of Mary's death, she was serving as the sole Trustee. Upon her death, the named successors were Mary's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, and as disinterested Trustee, Daniel Goldberg. 2. Complete copy of the four Acceptances of Trusteeship of the successor Trustees. 3. Redacted copy of the First Amendment to the Trust, which was a complete Restatement of the Trust. In the attached copy, you have the (i) first page, (ii) signature pages, (iii) powers section giving the Trustees a general power of sale under paragraph (d) of Article Eleventh, (iv) Article Fourteenth which allows third parties to rely on Trustee Certificates, and (v) paragraph (d) of Article Sixth, which provides that after the death of Mary and William, the Trustees are to obtain written consent of a majority of Mary's children to sell any real estate. If there is a deadlock, Jeanne is given an additional vote to break the deadlock. The Second through Sixth Amendment only amended dispositive provisions of the Trust. Hopefully this information will suffice for the Town of Barnstable. Please let me know if we need to do anything further. Thank-you, Jeanne S. McKeigue 4. • 1 i Seventh Amendment To The Mary M. Sullivan 1988 Trust Reference is made to the indenture of trust made December 29, 1988, by and between Mary M. Sullivan as Donor and Mary M. Sullivan and William H. Sullivan, Jr., as the initial Trustees creating The Mary M. Sullivan 1988 Trust, as said indenture has been altered by a First Amendment dated April 22, 1993, which amendment restated said indenture in its entirety, a Second Amendment dated March 27, 1996, a Third Amendment dated December 12, ,1997, a Fourth Amendment dated June 18, 1999, a Fifth Amendment dated November 10, 2000, and a Sixth Amendment dated January 28, 2003, of which Mary M. Sullivan is the current Trustee. WHEREAS the Donor reserved the right in Article FIRST of said indenture to amend said indenture, in whole or in part, or any provision thereof; and WHEREAS the Donor now desires to amend said indenture; NOW, THEREFORE, said indenture is hereby amended as follows: ONE: The second paragraph of Article TWELFTH of said indenture shall be deleted in its entirety and the following new paragraphs shall be inserted in place thereof: "At such time as the Donor is not serving as a trustee of each trust hereunder, at least one (1) trustee shall be a disinterested trustee. If the Donor ceases to serve as a trustee hereunder, whether due to incapacity, resignation or death, the Donor's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, shall each serve as a trustee hereunder (each such office of the Donor's three (3) said children hereinafter sometimes referred to as the "Family Trustee"), and Daniel Goldberg, of Boston, Massachusetts, shall serve as the initial disinterested Seventh Amendment to The Mary M.Sullivan 1988 Trust Page 1 trustee. If Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, or Patrick J. Sullivan (or any successor to such office named herein) shall for any reason fail or cease to serve as a Family Trustee, the first in order named of the Donor's son, William H. Sullivan, III, the Donor's grandson, Patrick J. McKeigue, the Donor's grandson, Miceal Chamberlain, Jr., the Donor's grandson, Patrick J. Alioto, and the Donor's grandson, Garrett Sullivan, successively, who is willing and available so to serve shall serve as a Family Trustee of each trust hereunder in his or her stead, provided, however, that if the next successor in line to fill such vacancy, if then willing and available so to serve, is a child of a currently serving Family Trustee, said child shall not so serve, and the next successor in line whose parent is not also currently serving as a Family Trustee, and who is then willing and available so to serve, if any, shall serve as a Family Trustee of each trust hereunder instead of such child, and such child, if then willing and available so to serve, shall fill the next vacancy in the office of Family Trustee if his parent is no longer currently serving as a Family Trustee, so that all three (3) offices of the Family Trustee shall remain filled while any successor named herein to such office is available or permitted so to serve under the terms herein provided. At such time as none of the successors named herein to such office are available or permitted so to serve under the terms herein provided, the number of Family Trustees serving of any trust shall be determined by the trustee or trustees of said trust then in office. Any vacancy in the office of trustee of any trust not filled as hereinabove provided shall be filled by a successor appointed by a writing signed by the Donor, if the Donor is of legal capacity, otherwise by a majority of those of the Donor's issue who at the time of said appointment Seventh Amendment to The Mary M.Sullivan 1988 Trust Page 2 I are of legal capacity or have guardians. Any such consent or writing shall be given or executed by the guardian of any such person under guardianship. Upon acceptance of any trust by a writing signed by a successor trustee, title to the trust property shall vest in said successor trustee,jointly with any other trustee then serving. The trustees shall have the right from time to time and at any time, at their sole and absolute discretion, to appoint additional trustees to serve hereunder, provided however, that no such appointment shall create a permanent office of trustee requiring a successor to such additional trustee. Such additional trustees shall have all the powers of a trustee and all the powers of a disinterested trustee if the appointed trustee is not an interested person, unless such powers are restricted in the instrument of appointment. Any individual serving as a trustee of any trust shall cease to serve as such trustee whenever such individual is incapacitated, and for these purposes an individual shall be presumed to be "incapacitated" if such individual is (1) unable to make informed decisions regarding financial affairs, as certified in a writing signed by a physician attending said individual, or(2) currently under conservatorship or guardianship. Except where action of the disinterested trustee is expressly required as provided in this instrument, whenever two or more trustees are serving hereunder, discretionary decisions shall be made by a majority of the trustees but once made may be implemented by any one or more of the trustees. Except as otherwise provided herein, whenever there is more than one trustee serving hereunder, any trustee may from time to time by written power of attorney delegate all or any of said trustee's powers, whether discretionary or otherwise, to any other trustee for a period of not more than Seventh Amendment to The Mary M.Sullivan 1988 Trust Page 3 i six (6) months at a time; any such delegation may be renewed by successive powers of attorney and may be revoked." Except as hereby amended, the provisions of said indenture are hereby ratified and confirmed and shall remain in full force and effect. Executed under seal this day of r d a,r �{ , 2009. Mary.M. Sullivan, Donor �— r The foregoing instrument, the Seventh Amendment to The Mary M. Sullivan 1988 Trust, was signed by Mary M. Sullivan, the Donor, in our presence, and we, in her presence and iti the presence of each other, have hereunto subscribed our names, as witnesses, this 2(c day ofr .r u oJ,,N , 2009. Witness Residence � A t.f 3 q�Z f> tress Residences ,r Seventh Amendment to The Mary M.Sullivan 1988 Trust Page 4 i STATE OF FLORIDA County of 4l t4i , Acknowled before me a free act and deed by Mary M. Sullivan, the Donor, ho is personally known t me or wesented as identification, on this 2 ay of VAW ,.2009. NORMAN P.EDELMAN4 ��u, ,,f ' • " Comm#DD0571821 a Expires 10/27/2010 Notary Public Florldo Notary Assn.,Inc. My Commission Expires: (SEAL) ACKNOWLEDGEMENT OF RECEIPT AND CONSENT The undersigned Trustee of The Mary M. Sullivan 1988 Trust acknowledges receipt of the foregoing Seventh Amendment, and consents thereto, this day of VAT,. 3.2009. Mary M. Sullivan, Trustee JADocs\17818\00007\0125603 LDOC i Seventh Amendment to The Mary M.Sullivan 1988 Trust Page 5 i The Mary M. Sullivan 1988 Trust Acceptance of Trusteeship Reference is made to the indenture of trust made December 29, 1988, by and between Mary M. Sullivan as Donor and Mary M. Sullivan and William H. Sullivan, Jr., as the initial Trustees creating The Mary M. Sullivan 1988 Trust, as said indenture has been altered by a First Amendment dated April 22, 1993; which amendment restated said indenture in its entirety, a Second Amendment dated March 27, 1996, a Third Amendment dated December 12, 1997, a Fourth Amendment dated June 18, 1999, a Fifth Amendment dated November 10, 2000, a Sixth Amendment dated January 28, 2003, and a Seventh Amendment dated February 26, 2009. WHEREAS, Mary M. Sullivan, died on July 1, 2012; WHEREAS, Article TWELFTH of the Trust provides that if the Donor ceases to serve as a Trustee for any reason, the Donor's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, shall each serve as a successor Trustee, and Daniel Goldberg, of Boston, Massachusetts, shall serve as the initial disinterested Trustee; and WHEREAS, it is the desire of Daniel Goldberg to accept said office of successor Trustee of all trusts created by said Trust; NOW THEREFORE, by this instrument, Daniel Goldberg hereby accepts the office of successor Trustee of all trusts created by said Trust. Executed this �S day of 1 , 2012. Daniel Goldberg i COMMONWEALTH OF MASSACHUSETTS County of - , XF On this day of: 2012, before me, the undersigned notary public, personally appeared Daniel Goldberg, proved to me through satisfactory evidence of identification, which was, (if personally known, so state) to be the person whose name is signed on the Vecedinp or attached document, and acknowledged to me that he signed it voluntarily for its stated purpos (SEAL) Notary Public My commission expires: CHAR[EN£'dl CAL LAHAN Notary Publie Comwnweahli of MassEtalItfs j My Commisslon ExplNe May s,2014 Acceptance of Trusteeship The Mary M.Sullivan 1988 Trust The Mary M. Sullivan 1988 Trust Acceptance of Trusteeship Reference is made to the indenture of trust made December 29, 1988, by and between Mary M. Sullivan as Donor and Mary M. Sullivan and William H. Sullivan, Jr., as the initial Trustees creating The Mary M. Sullivan 1988 Trust, as said indenture has been altered by a First Amendment dated April 22, 1993, which amendment restated said indenture in its entirety, a Second Amendment dated March 27, 1996, a Third Amendment dated December 12, 1997, a Fourth Amendment dated June 18, 1999, a Fifth Amendment dated November 10, 2000, a Sixth Amendment dated January 28, 2003, and a Seventh Amendment dated February 26,2009. WHEREAS,Mary M. Sullivan, died on July 1, 2012; WHEREAS, Article TWELFTH of the Trust provides that if the Donor ceases to serve as a Trustee for any reason, the Donor's children, Jeanne Sullivan McKeigue, Nancie Sullivan Chamberlain, and Patrick J. Sullivan, shall each serve as a successor Trustee, and Daniel Goldberg, of Boston,Massachusetts, shall serve as the initial disinterested Trustee; and WHEREAS, it is the desire of Jeanne Sullivan McKeigue to accept said office of successor Trustee of all trusts created by said Trust; NOW THEREFORE, by this instrument, Jeanne Sullivan McKeigue hereby accepts the office of successor Trustee ofall trusts created by said Trust. Executed this Zg day of , 2012. 7iA A. yyt C eanne Sullivan c eii'gue (� p COMMONWEALTH OF MASSACHUSETTS County of{"CA I M 6.64C In , On this day of S� 2012, before me, the undersigned notary public, personally appeared Jeanne Sullivan McKeigue, ,proved to me through satisfactory evidence of identification, which was �f,Ue�1_r.C�.�s-t° , (if personally known, so state) to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose, (SEAL) DANNY GARCIA Not y blie Notary Public-state of Florida mission expires: I . • My Comm.Expires Feb 14,2013 Commission N OD 8s8199 ' •' t• Bonded Through National Notary Assn. Acceptance of Trusteeship The Mary M.Sullivan 1988 Trust SULLIVAN - 91 BLUFF POINT DRIVE - COTUIT MA RESIDENCE - APO � L � � - �o - kLr �I iln ili �i- _ II�il1y1y�yl 'I'�IHIS��' ' ifiii ih)• N z �•..•S Y 7''rlc�if�r fi 4�'r+i1tt��4� h�tt//��yy1 Ild 4i5!! — — -- }} I�'��f 'I�-'( rl�!1 I � .,JI v � T pp u+s? i L11iS�i� i li;_i,�rdi!i(hl.IliPi!Ifillfl�ih�f{iUfr:l i. II!li'r!�4.�a .r r f!�If':u3 :ll�r!'v r_,r!i,:r- �.. r' C m rn !+� r_i a.. '� n 7D17 r rn .i r p I� r4L'�Oil) m m -ri�" rn ---------------------------------------------------------------- Impo ANY CONSTRUCTION THAT INCREASES LIVING SPACE t rn BEyoND 200 SQ. FT. PER LEVEL MAY,REQUIRE.THE o _ � rn INSTALLATION OF ADDITION rn m NOTE: A SEPARATE PERMIT IS REQUIRED FORz THE M P INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT pggM SATISFY THIS REQUIREMENT. LANDSCAPE ARCHITECT: CIVIL ENGINEER CIVIL ENGINEER: �., GREGORY LOMBARDI DESIGN INCORPORATED WEBB STRUCTURAL SERVICES BAXTER NYE ENGINEERING & SURVEYING 2235 MASSACHUSETTS AVENUE 670 MAIN STREET 78 NORTH STREETS 3RD FLR CAMBRIDGE, MA 02140 READING, MA 01 867 HYANNIS, MA 02601 CAMBRIDGE, MA 02140 617.492.2808 781 .779. 1330 508.771 .7502 EXT. 17 WWW.LOMBARDIDESIGN.COM WWW.WEBBSTRUCTURALSERVICES.COM WWW.BAXTER-NYE.COM -- I � TQ 0. , GENERAL CNTRACTOR. I T U D,� INTERIOR DESIGNER: C.H. NEWTON BUILDERS, INC. STUDIO 80 549 WEST FALMOUTH HIGHWAY WEST 492 TRAPELO ROAD # 185 PO Box 3366 FALMOUTH, MA 02574 BELMONT, MA 02478 446 WASHINGTON STREET tov EAGLE, CO 8. 1631 508.548. 1 353 61 7-993.001 8 970.337.4770 �.;r WWW.CHNEWTON.COM WWW.LATITUDE-ARCH ITECTS.COM WWW.STUD10801D..COM if e 1. l o m m a - S 6S"o°o o8$R iSoF ° 8� o€F m �J c > a - '>8 � r� 6zg o ag U"b Z 3 r r ^ zsoDnbmwF °n�}®�O b pa SF > I z N m m Gz�' ° � .0 2 _ ��€ o-o `� � �a� 8 g'8 al le1 £� a`°� �8 ig m z n n 6 m ioF mmm? 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LEGEND 1 \ PROPERTY LINE 91 BLUFF POINT ZONING SETBACK LIMIT OF HEAVY CONSTRUCTION DRIVE 1i 50 — EXISTING CONTOUR CotUlt, \ _O \ I \ \ \ ♦ — 59 AND 100EBUFFERS TREE j �--�— TREE PROTECTION FENCE Massachusetts EXISTING DECIDUOUS \ j TREE TO REMAIN \ \ ♦ GENERAL NOTES: EXISTING EVERGREEN \ \ \ ♦ TREE TO REMAIN 1.All line and grade work per drawings and specifications _ \. /{ ` \ I♦ PROPOSED WALL shall be laid out by a Registered Civil Engineer or surveyor _ \ 0 engaged by the Contractor. PROPOSED WALL WITH CAP 2.All lines and dimensions are parallel or perpendicular to the lines from which they are measured unless otherwise \ \ / t ♦ indicated. 3.All dimensions are from face of building foundation,wall or curb unless otherwise noted. \15'-10'�—7'-52 25'9' \ �♦ I MATERIALS LIST 4.The dimensions shown on the drawings show design intent \ I I and must be field verified prior to preparation of Shop ♦ ! ( /\"\ / / \ \ I� I 1 STONE VENEER RETAINING WALL.SEE Drawings.Shop Drawings for all paving layout shall be based 1/L4.01 on actual layout and field measurement by the Contractor. O STONE VENEER RETAINING WALL 5.Contractor shall stake the centerline and edges of all / ♦ I \ AT UPPER TERRACE,SEE 2/1.4.01 elements in the field for approval by the Landscape Architect 9 O STONE VENEER RETAINING WALL prior to beginning the work. •� 1 � 1'-6' I 3 AT POOL,SEE 3/L4.01 6.Restore existing conditions,including repaving,resetting site improvements,and seeding,as necessary to areas of \ -I ./ / I i`✓J 9 8 `•I0 1 � I I STONE VENEER RETAINING WALL WITH P & 4' `` STAIRS AT BASEMENT WALK OUT.SEE 5/L4.01 proposed utility improvements. t / \ / A - i IG • l �♦` / I I 5 STONE VENEER RETAINING WALL AT 7.Contractor is responsible for documenting the locations of . ®� I 10 ♦ I O BASEMENT WALKOUT.SEE 6/L4.01 any existing site elements to be reset in their same horizontal 0 STONE VENEER RETAINING WALL location. AT POOL STEPS.SEE 7/L4.01 8.Provide(3)2'PVC schedule 40 pipe sleeves under new / I i 8 O STONE VENEER RETAINING WALL pavement as shown on the Sleeving Plan. AT POOL TERRACE,SEE 8/L4.01 STONE VENEER RETAINING WALL AT // \\ / j♦ 7 BASEMENT STEPS,SEE 9/L4.01 / ♦ \�. I BRONZE MESH FENCE. Rim // / \ ♦ ALIG I / ,� \ /j \� I I 0 SEE 2/L4.09 - / 3'-6' BRONZE MESH POOL FENCE AT - / / / , r/—' \ '♦ I INFINITY EDGE WALL.SEE 3/L4.09 . . / // / / / I ♦ I 5'-1]z' BRONZE MESH GATE,SEE 4/L4.09 2 POOL.SEE I/L4.10 j�� ,0.- ,1•-0' 8'-2 18'-4' /\ 2'-6' ;.\\ - / O U CTIO+ / / / t / / ♦ \ / I3 SPA.see za4.lo NSTR NOT FOR MITTING ONLY l / FOR PER ZOTOR —I—— I \ 12 - - , ` \\ \\ - - ENTER LINE /COURT �i - I --- to / /fl OF DOORS / LJ j RESIDENCE I c i / / / / l l / / / / / NORTH GREGORY LOMBARDI DESIGN,INC. Landscape Architecture 2235 Massachusetts Avenue Camr-' I • ia- j/ j♦ /// // // //// ///// // / / / // // Phone 617492.8 Ssachusens Fax 617.49292904 _ . /. I .` / I•. — t s 9 No. Date Cammem 4 // Dare: stack: —/ 22 SEPTEMBER 2017 1'=10'-0' OF Project No.: D—Mit by. Checked by: 17005 LC/JK MW/GL ti I I I i I ll LAYOUT AND 20-s'15-6 it MATERIALS PLAN L1 . 01 s 3 e r. \ LEGEND PROPERTY LINE 91 BLUFF POINT ZONING SETBACK LIMIT OF HEAVY CONSTRUCTION DRIVE O 50 - EXISTING CONTOUR CQtult, PROPOSED CONTOUR Massachusetts 50'AND 100'BUFFERS PEDESTRIAN ACCESS \ \\ j ,/ RIGHT OF WAY 410 j ---- GENERAL NOTES: - MEAN HIGH WATER LINE \ � I.All site conditions 12-inches below finished grade are not /'I `PROP \ ;� TREE PROTECTION FENCE included in the scope of work by Landscape Architect. �v X 2.Existing underground utilities have been plotted from </N 3 EISTING DECIDUOUS drawings and shall be deemed approximate only. Contractor TREE TO REMAIN shall verify all utility locations and elevations before �c\ excavation. Before construction starts all utilit com anies.EXISTING EVERGREEN Y p J / private and must be contacted including those in TREE TO REMAIN P P g control of utilities not shown on this plan. Contact'Dig Safe' PROPOSED WALL and report any discrepancies in writing to the Landscape Architect and receive written instructions before proceeding. \ Il ` \ \• PROPOSED WALL WITH CAP 3.Contractor shall verify all existing grades in field and report \ / \ / �� / \ �QY I fY B 8 P �J�/ / / / '4``jl I I any discrepancies to the Landscape Architect. •. FACE OF RISER \ � \ 4.Maintain existing grade at root flare of existing trees to 3.30 remain,unless otherwise specified by Landscape Architect. '1 34.18 / \ t 16.00 SPOT ELEVATION 5.Grade surfaces to assure positive drainage from all structures and to prevent ondin of surface drainage. I \ +\ 34.00 3 .00 TW 34. RIM 33. ( FFE FINISHED FLOOR ELEVATION P P B 8 .+ BW 33 92, TF 37.30 `,,, I 6.All stairs and swops shall have a wash,not w exceed 1/4' 33.56 1 - + J TW 34.34 34.34� I i I TW TOP OF WALL per foot unless specified otherwise by Landscape Architect. FFE 3 00 ..J f t, RIM 32.90 B 50 � / I I 7.Provide vertical curves at all abrupt changes in grade 36.5 I BW BOTTOM OF WALL unless otherwise noted. Blend the line and grade of new 34.3 earthwork smoothly into existing grade. RIM 28.10 1 W 34-1 \ \ I TP TOP OF PIER 8.Pitch evenly between spot grading.Any discrepancies not allowing an even pitch to occur shag be reported to the / 34.82 4>16 28.25 J , I BP BOTTOM OF PIER Landscape Architect prior to continuing work. 9.Maintain the integrity g of the existing drainage system at all /\ I I TS TOP OF STEP times.Rim elevations of all drainage structures shall be set I BS BOTTOM OF STEP gush with surrounding grades so as to not cause a trip edge. RIM P8. 10.Non-machine excavation around existing trees:no cutting TW 33.84 33.01 \ TC TOP OF CURB of roots greater than 2'in diameter,pack gravel base around ;35.2330 I root and tamp solid by hand as needed. 4 134:87- I RIM 32.9 4 34.34 \ �+II I BW/RIM 35.25 W 29 24 BC BOTTOM OF CURB /( I 0 p BW 33.59 M 33.31 33.3 i T M 34\ // // TF TOP OF FENCE / / / / I JI_ ` / -T i,59\-\~•� /4-1 TR TOP OF RAILING ' 1 1/-TW 35.74 'I 32.84R \ , , \�\ _ RIM/fD INLET/FRENCH DRAIN ONSTRUCTION BS 3 34.8 \ RIM 35.04 / - -_/ / / PRECAST CATCH BASIN NO T FOR C ONLY TS 35 04 BS 33.49 // // - R P,6WIVING / / I I BS 3,1 -MOTOR TS 35 IID X 8-0.• / \ 2943'-6'X0 BS 3 35. 5 +33.49COURT 35.25 P �- ! TS35.04 / BS 3 I RESIDENCE S33.49 FFE 35.75 _ RIM 35.04 ) / / /. / / ../ / / / / / NORTH 34.87 TIN 35.74 / •-\ , • TC 2 .59! / !/ / / / / / / / / / / / / GRE Land caap A hitect DESIGN.INC. 9h _ RIM 53.31 4BW 8.90 / // // // // / ////// / / // / / / Cambridge.Massachusettssets Avenue +BW/RIM 35.25 ❑ T t / I / / / \ /j 34.71 \ +5.11 2140 35. + 1 34 // // / / / / / / / / / / / / / Phone 617.492.2808 Fax 617.492.2904 .+34-76 \ 35.23 5 I 24.69 - .. .34 :_.._......•,.� 50 IR RIM 2 ' / %/ / �// //// / // �47 ' / / / / / / / No. Date _ cammcm 35.25 ` � I TI/ FFE35.75 /• yj BASEMEN � iB 30. FFE 35.25 FFE 25.19 RRJ24.47 o z% / J B 24.6s / \\ 34. 24.76 // 34.65 - - TW+3 3q / 28 . Da : Scale:34. 3, 33.64 + ��0 M30.60 22 SEPTEMBER 2017 1 =10-0 0 10' .59 -/ 34.51 34.51 BS 32. ] _ T 30.80 .87 R.Jcct Pic, D-Ing by: Checkcd by: 34.5 TS 34.14 I +BS 32.59 / S 30.96 i / T531.9 30.92 529.25 .32 Ij I I I- ) �� 17005 LC/JK MW/GL 34 34.39 - 4.39 111. 1.07 PROPp@Ty\ i ,J t [/Ng - ,_ ATI GRADING PLAN I 0 1 J I I L L2 . 01 LL O \ t m 0 \ b O - s • STONE WALL CAP;Y3 CAP STONES TO BE FULL WIDTH FINISH GRADE 91 BLUFF POINT 1'-6' VARIES:SEE PLANS FINISH GRADE,CONDITION g 2'-3' STONE CAP;1/2'MAX.MORTAR SETTING rjI�-�I GRANITE BLOCK VENEER;RAKE JOINTS 1 6 0D� GRANITE BLOCK VENEER:RAKE i l BED:Y,OF CAP STONES TO BE FULL WIDTH DRIVE TW 35.74 R z TO A DEPTH OF 2'MIN.;SEE 41L4.01 g 35 0 s MORTAR BACK 2'MIN.FROM FACE OF z GRANITE BLOCK VENEER:RAKE JOINTS a FOR CHARACTER IMAGE b WALL:Y3 OF CAP STONES TO BE FULL F- a - BACK 2'FROM FACE OF WALL;SEE DETAIL 2.0 WEEPHOLE 1d-0'O.C.MAX.;NO PIPE WIDTH:SEE 4/L4.01 FOR WALL =c� <. 4/L4.01 FOR CHARACTER IMAGE Cotult, o -- VISIBLE AT FACE OF WALL;SCREEN ON END CHARACTER IMAGE a = _ _ #4 REBAR AT 18'O.C. #4 REBAR AT 18'O.C. BW 33.49 z _ #4 REBAR AT 18'O.C. I I=III=III 2°0 WEEPHOLE 19-0°O.C.MAX.;NO PIPE Massachusetts #4 REBAR AT 36'O.C. III=I = A Q - MIRAFI 140 N FILTER FABRIC VISIBLE AT FACE OF WALL;SCREEN ON END MIRAFI 140N FILTER FABRIC -I j 1=1 j rl j 1 8 - - #4 REBAR AT 36'O.C. remit lll lll lll _ #4 REBAR AT 36'O.C.VERT. .a. #4 REBAR AT 36'O.C. #6 REBAR AT 18'VERT. I EEI I I I - #4 REBAR AT 36'O.C.VERT. z. - io_ 8' 10" _-_ _ _ III I'' - <g' _ #4 REBAR AT 36"O.C.VERT. #6 REBAR AT 18'O.C. - COMPACTED X'CRUSHED STONE III=I I =I-"' = COMPACT Yd CRUSHED STONE GENERAL NOTES: I I = - - COMPACTED%'CRUSHED STONE REINFORCED CONCRETE FOOTING III-I `! - - _ ° MIRAFI 140N FILTER FABRIC 1.A wall back rains shall e provided an insta e y 4.0 PERFORATED PIPE;CONNECT TO AND STEM WALL:TO BE INTEGRATED -I I-I < 4' Landscape Contractor. DRAIN SYSTEM.TYPICAL WITH HOUSE FOUNDATION WALL III-I I IZ• ! 2' _-I 06 REBAR AT 18'VERT. 2.All back filling inside of walls shall be installed by (4)#4 BARS CONT.AT TOP AND BOTTOM #6 REBAR AT]8'VERT. =III -III=_= #6 REBAR AT 18'O.C. Landscape Contractor:rough grade to be brought to 12'from #6 REBAR AT 18'O.C. 4.0 PERFORATED PIPE;CONNECT TO DRAIN finished grade by General Contractor. ~IVn �_ SYSTEM,TYPICAL 3.Landscape Contractor shall account for install of CMU from REINFORCED CONCRETE �- I- 12-below finished grade and up. (4)#4 BARS CONT.TOP AND BOTTOM III=I FOOTING AND STEM WALL b 4.See Grading Plan;L2.01 for all finished grades. _ _ _ #4 REBAR AT 36'O.C. _ III=III #6 REBAR AT 18"O.C. 5.All poured-in-place stem wails to receive spray-on III-I �I I I-I I-I =III=III=_ COMPACTED DENSE GRADE I _ - - - - REINFORCED POURED-IN-PLACE CONCRETE foundation wall waterproof treatment prior to any backfill _�i �_� �_ =III. AGGREGATE BASE STEM WALL AND FOOTING III-I I-III-III-i COMPACTED OR UNDISTURBED 1-6 4-2' e SUBGRADE 2-3 #9 REBAR AT 36"O.C. 6.Ail parged wall to receive acrylic base coat and acracrylic3-5 COMPACTED DENSE GRADE AGGREGATE parged finish;installed per manufacturers instructions. BASE 7.All parged wails to have j4'minimum modified mortar latex COMPACTED OR UNDISTURBED SUBGRADE based setting bed for all stone caps.steps,and joints. 1 STONE VENEER RETAINING WALL �71 STONE VENEER RETAINING WALL AT UPPER TERRACE STONE VENEER RETAINING WALL AT POOL 8.Ail stone wall caps to have%"maximum wide mortar joint. 9.All brick to match house veneer;1/4'wide max.concave SCALE:Yz'=1'-0' SECTION SCALE:y'=I'111 SECTION SCALE:Yz��=1'-0' SECTION shaped monarjoints.unless otherwise specified. Mortar ,1 4'-0" F-6• 1.-21 color to be approved by Landscape Architect. HANDRAIL AT BASEMENT WALKOUT 10.All precast concrete caps to match dimensions.color. STAIRS:SEE X/L4.OX FINISHED GRADE CONDITION VARIES and finish of existing precast concrete caps. STONE VENEER RETAINING WALL AT '• - - - 11.Contractor must have a fiances on site and check all - _ - BASEMENT WALKOUT:SEE DETAIL STONE CAP:SEE STONE SCHEDULE II app' dimensions and manufacturers instructions prior to -_= D FINISH yMAX. r C-III-III-I I( 7/1.4.01 I FOR STONE TYPE.SIZE AN 'M MORTAR SETTING BED construction of grill area. STONE STEPS BEYOND :z -III-III-III-III- i ' STONE STEP AT BASEMENT - -- GALVANIZED MASONRY TIES,TYP. _ _ I WALKOUT:SEE DETAIL X/L4.0X ,� _ (_�= - GRANITE BLOCK VENEER;RAKE BACK 8'CMU SHELF GROUTED SOLID i z - =L MORTAR 2'MIN.:SEE 4/L4.01 FOR WALL STAINLESS STEEL PIN CMU TO .¢ I I-I I-III-I I- CHARACTER IMAGE CONCRETE FOOTING i U __ _ _ _ STONE PAVER:SEE DETAIL X/L4.OX 4'STONE VENEER:RAKE JOINTS -III-I I-III-I I-I TO WEEP HOLE 11Y-0°O.C.MAX;NO PIPE p - I-III BACK 2"MIN.:MORTAR SETTING BED _ VISIBLE AT FACE OF WALL:SCREEN ON END if, �K '�x - III I I=I I #4 REBAR AT 18'O.C. I- -�_ #4 REBAR AT 18'O.C. I--_ #4 REBAR AT 36'O.C.VERT. -_=I - - #4 REBAR AT 36'O.C. #6 REBAR AT 18"VERT. e = - ___ #4 REBAR AT 36.O.C.VERT. 'r�ON SAND OR GRAVEL FILL UNDER STAIRS #6 REBAR AT IS'VERT.. #6 REBAR AT 18"O.C. C - - MIRAFI 140N FILTER FABRIC CONS V REINFORCED CONCRETE RETAINING - - - #6 REBAR AT IS'O.C. T FAR L 1 WALL o il-. -•10' _ NO DriDMI`r`lING ON 4°0 PERFORATED PIPE;CONNECT TO (-III' _ _ _ COMPACTED Ya"CRUSHED STONE L Lim DRAINAGE SYSTEM,TYP. I I=p• 2• I I=I I=I I=III=I 4.0 PERFORATED PIPE;CONNECT TO FOR .a �I III=III=I I I - - (4)#4 BARS CONT.TOP AND BOTTOM = - - =-I DRAINAGE SYSTEM,TYP. ,,y�y°F Mw•� .ar�„ei•• .1� }7�°'~ 'L .i•�Ia'` _ I-I I�I °° e #6 REBAR AT 18'O.C. I=III (4)#4 BARS CONT.TOP AND BOTTOM 0.1 #4 REBAR AT 36'O.C. #6 REBAR AT IS'O.C.REINFORCED CONCRETE FOOTING COMPACTED 3/'GRAVEL BASE - b � I #4 REBAR AT 36'O.C. NORTH_ COMPACTED DENSE GRADE AGGREGATE =1Z:1'-22 =2-51 -1'-6 =-4'-2"=- COMPACTED OR UNDISTURBED - 1,=2J, _ _ = BASE SUBGRADE I-' 2 4'-2' COMPACTED OR UNDISTURBED SUBGRADE �\ WALL CHARACTER IMAGE �C1 STONE VENEER RETAINING WALL WITH STAIRS AT BASEMENT WALKOUT �C1 STONE VENEER RETAINING WALL AT BASEMENT WALK-OUT GREGOnd cape ArchRDI DESIGN,INC. Landscape Architecture SCALE:NTS IMAGE `J SCALE:Yz"=IA' SECTION V SCALE:Yz'=1'-0' SECTION 2235 Massachusetts Avenue Cambridge.Massachusetts 02140 STEPS BEYOND Phone 617.492.2808 Fax 617.492.2904 - FULL THICKNESS STONE STEP:SEE STONE �'-6'___„ SCHEDULE FOR SIZE.TYPE.AND FINISH '� GRANITE BLOCK VENEER;RAKE 1'-6' 3'-4' 1'-6' POOL ENCLOSURE b MORTAR BACK 2'MIN.FROM FACE OF FENCE:SEE DETAIL rvo. Dare co,„mea. HANDRAIL:SEE DETAIL X/L4.OX Ji WALL:Y3 OF CAP TO STONES TO BE rn X/L4.OX Yz'MIN.MORTAR SETTING BED a z FULL WIDTH SEE DETAIL 4/L4.01 FOR z FINISH GRADE, a a -\ \ WALL CHARACTER IMAGE CONDITIONS VARIES a =1 I=III= >�, _ ? - - __ GALVANIZED MASONRY TIES.TYP. F2'Q ,a 1 I III I I= �I I FINISH GRADE.CONDITION VARIES; __ STONE STEP:SEE .� GRANITE BLOCK VENEER;RAKE BACK MORTAR 4� -I C-I 1(-I 1 I-III=I r_ 10',4' � I I=I I=I(=I I DETAIL X/L4.OX UU III-I I-III-III 2"MIN.:SEE DETAIL 4/L4.01 FOR WALL I-_ _ _ GALVANIZED MASONRY TIES,TYP. _ ''° -_-_�f-_�fII MARAFI 14UN FILTER M z I �I I I-I I I=I I I= CHARACTER IMAGE ° _ #4 REBAR AT 12'O.C.HORIZ. =I I(=Ly1= FABRIC 140N =I I= #4 REBAR AT 36'O.C.HORIZ. __ - #4 REBAR AT 18'O.C. Da,e: scale: ya III=III= MIRAFI CTE FILTER FABRIC m h - _ MARAFI 140N FILTER FABRIC #4 REBAR AT 36"O.C. 22 SEPTEMBER 2017 AS SHOWN _ - - COMPACTED Ya""CRUSHED STONE - - - Mm 2°0 WEEP HOLE 1d-d O.C.MAX;NO -= VERT h I _I - 2'0 WEEPHOLE 10'-0'O.C.MAX;NO PIPE -III-III-) PIPE VISIBLE AT FACE OF WALL: _ _-III-I I #6 REBAR AT 18"VERT. VISIBLE AT FACE OF WALL:SCREEN ON END SCREEN ON END #6 REBAR AT 18*O.C. er Ject uo.: mawu,g by. checked by: is III=III= - #4 REBAR AT 18'O.C. -M -_-_- #4 REBAR AT 48'O.C.VERT. III=I I 4.0 PERFORATED PIPE; 17005 LC/JK MW/GL #4 REBAR AT 36"O.C. " - - - COMPACTED YV CRUSHED STONE M I --_ I CONNECT TO DRAIN _ ° _ II SYSTEM,TYPICAL z - --- #4 REBAR AT 36'O.C.VERT. Z'1'-lZ _ #6 REBAR AT 12'O.C.VERT. " a. e I I _ I I #6 REBAR AT 18"O.C. I-III-_-_ _ #6 REBAR AT 12'O.C.VERT. REINFORCED I #6 REBAR AT 18'VERT. III=III -I I = 4°0 PERFORATED PIPE;CONNECT TO I I d I- I I �_ _=I I-- #6 REBAR AT 18"O.C. CONCRETE FOOTING `� I I�4?•1 O I I-_ 4'0 PERFORATED PIPE;CONNECT TO - - #6 RDRAIEBAR ATk12''D.C. L °° 2' °2• III-_1 I I (4)#4 BARS CONT.TOP SITE DETAILS - WALLS _ I I ' -�= III AND BOTTOM DRAINAGE SYSTEM.TYP. "' I I-I I a', REINFORCED CONCRETE FOOTING ��a � #4 REBAR AT 36'O.C. I=I2 2 -=III=III= #6 REBAR AT 18'O.C. - III=h AND STEM WALL �r (4)#4 BARS CONT.TOP AND BOTTOM o ff II II #4 REBAR AT 12'O.C. I ° I COMPACTED DENSE III =1L1 2X4 KEYWAY - "> ° GRADE AGGREGATE N REINFORCED CONCRETE FOOTING _ _ _ (4)#4 BARS CONT. b gpgE #4 REBAR AT 36'O.C. - I III-III III-I I C-III-III=I I E. COMPACTED DENSE GRADE I COMPACTED OR b �I I III I I- I-III I(-I I-III-III=I AGGREGATE BASE IQ' 1'-]Oq'- _2'-7Z'-- -1�104'- 3'-9a"- UNDISTURBED _ - COMPACTED DENSE GRADE AGGREGATE BASE I I III-III I I I_i DISTURBED - - - SUBGRADE L4 . 01 4'-2' - COMPACTED OR UNDISTURBED SUBGRADE 1 . 1'-6' 4-72 SUBCRADED OR UN 7 SCALE y2ENEERR.RETAINING WALL AT POOL STEPS SECTION �oJ SCALE:y NEEOR RETAINING WALL AT POOL TERRACE SECTION �9J SCONEyENEEOR'RETAINING WALL AT BASEMENT STEPS SECTION 0 27'-0' 91 BLUFF POINT BRONZE MESH FENCE AT INFINITY EDGE: SEE DETAIL 3/L4.09 DRIVE • COtuit, BRONZE MESH FENCE; o Massachusetts N / SEE DETAIL 2/L4.09 � y2 6'-6'MAX.PANEL LENGTH VARIES:SEE PLAN O iD a BRONZE MESH FENCE: - 'fO 3Yz'X fi'BRONZE FIN / SEE DETAIL 2/L4.09 - GENERAL NOTES: t'*' 1.All gates and fences shall meet local,state,and national BRONZE pool codes and standards. BRONZE MESH GATE• BRONZE MESH GATE: �', ATTACHMENT-TBD A L 4.0 SEE DETAIL 4/L4.09 2.Ali gate hinges to be self closing.Hager spring hinges. - BRONZE CHANNEL bronze finish. Final location and quantity to be determined by ;E FRAME 1'X 1'X Fabricator and approved by Landscape Architect during Shop Drawing process. q 3.All gates to have a bronze gate stop,finish to match latches. Final location to be approved by Landscape • Architect in the field prior to installation. SEE DETAIL 2/L4.09 / co BRONZE MESH 13/' 4.A6 double gates to have a bronze cane bolt,finish to match �•(/j SQUARE OPENINGS latches. Cane bolt and footing to be approved by Landscape - - - Architect prior to fabrication. o i.. 5.Ali wood gate latches shall be self-latching bronze Rectangular Gate Hardware E414-E414 with French Lever .t I f L117 by Rocky Mountain Hardware.dark silicon bronze finish. 6.Fabricator to submit shop drawings based on field measurement verification and samples of all metal and hardware for Landscape Architect approval prior to FENCE LAYOUT �7\ BRONZE MESH FENCE PANEL fabrication. 1 SCALE:Ys'=1'-0' PLAN G SCALE:1'=1'-0' ELEVATION 1 6'-57,' 1 1 6'-6" 1" 1 6'-6' 1 1 6'-6' 1 1 BRONZE MESH POOLFENCE BEYOND TF 3 - BRONZE MESH FENCE PANEL: SIM:SEE DETAIL 2/L4.08 TW 34.34y .�--• — � t -t•J �.—+ �._. �._._._ ��. — �•—, _ �-_. ��.._���� VENEER .._' --- WALL: O S vC 1 _- -' g C N T O NOT G N' F O �ITTIN Y BW 32.509 ^ - 1 FINISHED FOR PF, � If I NORTH GREGORY LOMBARDI DESIGN,INC. Landscape Architecture 2235 Massachusetts Avenue 3 BRONZE MESH FENCE AT MFMffY EDGE Cambridge.Massachusetts 02140 SCALE:3, =1'-0' ELEVATION Phone 617.492.2808 Fax 617.492.2904 No. I Date Comment VARIES SEE L4.07 CUSTOM LATCH: - SEE DETAIL 5/L4.08 HINGES.COLOR BRONZE BRONZE MESH 1Y4' Date: seine: X 13a'WELDED WIRE MESH 22 SEPTEMBER 2017 AS SHOWN Yz'x Yz'BRONZE FIN Noleet No.: Dmxing by: Checked by: 4 3 17005 LC/JK MW/GL t1 BRONZE GATE STOP IT BRONZE MESH FENCE PANEL:SEE • DETAIL 2/L4.09 SITE DETAILS - FENCE AND �'o, FINISHED GRADE RAILINGS EDES. TE: ALL STRUCTURAL SUPPORTS TO BE ON POOL SIDE OF FENCE. POOL ENCLOSURE FENCE MUST MEET ALL LOCAL,STATE AND NATIONAL POOL BRONZE MESH GATE _ L4 . 08 Y SCALE:1'=1'-0' ELEVATION 0 i 91 BLUFF POINT POOL COPING; DRIVE 2'-3' 43'-6'FACE OF COPING TO FACE OF COPING 2'-3' SEE DETAIL X/L4.XX PLANT BED COtult, - POOL COPING 33.34 Massachusetts e a Qp V WATER LEVEL 32.84 GUNITE POOL SHELL GENERAL NOTES: IIII 2%.MAX. SLOPE 1.A wa ac rains s a a provi a an insta e y Landscape Contractor. PITCH PITCH 2.All back filling inside of walls shall be installed by .. a POOL SHALLOW Landscape Contractor:rough grade to be brought to 12'from o'. o END .e finished grade by General Contractor. �� POOL DEEP 3.Landscape Contractor shall account for install of CMU from END 28.45 12'below finished grade and up. I—III—III—III—III—I I — I 1 4.See Grading Plan:L2.01 for all finished grades. i i—i i i—i i i—i i i—iTi—i i t—i i i—iTi—t i i—i i i—i i i—i i i—i i i—i i i—i i i—i I I 11=1I 1=1 I1=1I�I �I I1=1I IIII I IIIII I IIICI 111 I11=1I IIIII I IIIII I IIII ICI I IIII ITI ILI II I II I(IIII I IIII I 5.Ali poured-in-place stem walls to receive spray-on NOTE:STRUCTURAL DETAILS TO BE foundation wall waterproof treatment prior to any backfill MAIN DRAIN WITH HYDROSTATIC RELIEF VALVE, PROVIDED BY POOL CONTRACTOR placement. DRAIN TO DRYWELL 6.All parged wall to receive acrylic base coat and acrylic - parged finish:installed per manufacturer's insimciions. 7.All parged walls to have Yf minimum modified mortar latex based setting bed for all stone caps,steps.and joints. 8.All stone wall caps to have Ys'maximum wide mortarjoint. 9.All brick to match house veneer;1/4'wide max.concave shaped mortarjoints,unless otherwise specified. Mortar 1 POOL SECTION•LONG color to be approved by Landscape Architect. SCALE:%=1'-0' PLAN 10.All precast concrete caps to match dimensions,color, and finish of existing precast concrete caps. 11.Contractor must have all appliances on site and check all dimensions and manufacturers instructions prior to construction of grill area. l SPA:SEE DETAIL 2/1.4.10 _ 1'-6' 8'-0' 1'-6' 8'-312' 2'-3' 15'0' 1'5' 2'0' 6' -POOL COPING: - SEE DETAIL XNf.XX STONE VENEER RETAINING WALL AT ' POOL:SEE DETAIL 3/L4.01 - _ - POOL COPING 33.34 POOL WATER LINE 32.84 - TRU CTION NS e ° I I 1�I1�I1II i I T_I - - POOL sT�,Rs NOT FOR C�I TING ONLY nC GUNITE POOL SHELL FOR r L - _ __ POOL SHALLOW IEIIEIIEIIE—II1— 111 I EIIEIII—I11—IilEIII—IIE111=IIElIElI ----------- �END 28.84 I—III—I I EI I I—III—I =i�=l I HE 1 1 El I I—I I I—I I I—I I EI I EI I Ia.. __ POOL DEEP III=11 EI I EI I I-1IEl I El I El I EI I EI I EIII-111 1I1-11 E11 L=1I1-1 I I-1 I _ END_28.45 I—III—I I EI I I—III—III=J 11=1( 1 I EI I I—III—I 11=1 11=11 E11 E1 I I-1 I I-LI I — 1= WATER TROUGH NORTH III—I I EI I I—III-1I1-1 I 1=11=11 EI 1 E1I1—III—III—I 11-11 E11 I-1I1-1I1-11 _ _ _ _ _ _ _ _ _ a.. � 11—II- 1=III=11 EI 11=111=111=111=1IE1II-1 I 1=II-1I1-1I1=1 11 E111-1I1—III—I 11=LEI I E1 11-1 11=1 I M I El I I—I I El I I—III—I I—1 11=11-1 III—III-1I1 FOR INFINITY EDGE III=)LEI I E111-111=III—III—I 11=11 E1 I I-1 I I=1I=IIII I=1C11=111=111-1 11-111-1 I E11 E111-1 11-11 I-111-111 1 E1II=11 I-111-11 II I-1�11=1111' 1 11 I—II I I1 I—II 11—I�I ' NOTE:STRUCTURAL DETAILS TO BE _ = =LLI=L1—lli— = ll1=ll1=1L1= PROVIDED BY POOL CONTRACTOR GREGORY LOMBARDI DESIGN,INC. 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W W W.LATITUDE-ARCH IECT ASSEMBLY NOTES_ROOF ROOFASSEMBLY•2X RAFTERS -_ - 1A - .. _ - a N O -STANDING SEAM LNC COATED COPPER ROOF O W/2*.W SEAMS a Q m u -30#ASPHALT IMPREGNATED BUILDING FELT K m I PEEL&STICK BITUTHANE ALL VALLEYS.ENTIRE ROOF AT ALL ROOF PITCHES LESS THAN 4:12 y p rc -518.PLYWOOD SHEATHING W/EDGE CLIPS A F Q - -2 X RAFTER FRAMING(SEE STRUCTURAL DWGS) Sy O -SPRAY FOAM INSULATION(Rd9 TBD) I-m O IW F 1B ROOF ASSEMBLY-2%_RAFTERS I� -ALASKAN YELLOW CEDAR PERFECTS S12'EXPOSURE J -30#ASPHALT IMPREGNATED BUILDING FELT -PEEL&STICK BITUTHANE ALL VALLEYS 4 ENTIRE ROOF 4 Q AT ALL ROOF PITCHES LESS THAN 4:12 1 B `III -5W PLYWOOD SHEATHING W/EDGE CLIPS ` -2% RAFTER FRAMING(SEE STRUCTURAL DWGS) J -SPRAY FOAM INSULATION(R49 TBD_) N21 STRIJC EL 9E PL SEE STR11CTlR1L P1A119 1C ROOF ASSEMBLY-FLAT ROOFS -EPDM"SIWI SARNAFIL'OR EO. -TAPERED RIGID INSULATION,1/8"PER FT. wt4x VI _5W PLYWOOD SHEATHING WI EDGE CLIPS SEE STRUCTURAL v1A1+5 17 (SEE STRUCTURAL DWGS) ' RAFTER FRAMING(SEE STRUCTURAL DWGS) TI N Rd9 roll 4 x 4 WIT SPRAY FOAM LATER O 1 s RAN9 SEE TRUCTURAL PLATERS R CEILING - -12"VENEER LA E S CEILI FINISH W 2 x n STEEL BEAM 1D ROOF ASSEMBLY-ROOF DECKS SEE s1RUCnmAL 1;AN5 •TRIX OR APPROVED EO DECK FRAMING •• -EPDM"SIKA SARNAFIL"OR EQ. lA -TAPERED RIGID INSULATION,1/8-PER FT. 12 PLYWOOD SHEATHING WI EDGE CLIPS \ ' :: T9 (SEE STRUCTURAL DWGS) WS X 24 STEEL BEAM •2x 10 ROOF DECK FRAMING(SEE STRUCTURAL DWGS) SEE STmICI'wAL R.AIIS -SPRAY FOAM INSULATION(R49) -12"VENEER PLATERS CEILING FINISH lE ROOF ASSEMBLY-ROOF DECKS 1 , �l --TRIX OR APPROVED EO DECK FRAMING i ••I -EPDM"SIKA SARNAFIL'OR EO. y i T.O.PLATE GREAT_RM..Q -TAPERED RIGID INSULATION.US"PER FT. _._._._ I ._._.r._._._._._._._._._._._. __ _._._._._._._._._._ _._._._._._._._._._._._._._._._._. _ __._._._._._._._.-._._.-._._._._ -._._._._._.- _._. 48'8 1/8"v -5/8"PLYWOOD SHEATHING WI EDGE CLIPS I (SEE STRUCTURAL DWGS) - J_._._._. 1 i --- --812"AJS 25 DECK FRAMING SEE STRUCTURAL DWGS) ________________________________________________I ____t______ _ 47'- 7I8" ________� __________ •SPRAY FOAM INSULATION(R49) I ........I-2 X 6 CEILING JOISTS(SEE STRUCTURAL OWLS) I ............� ......... ........................ ........... -12"VENEER PLATERS CEILING FINISH I ".......----------------------------------------------- ' ..d............w ..............................................................................................................:if I ASSEMBLY NOTES-WALL 2C I --- --•_ - T.O.HEADER��Q 5 12" tl WALL ASSEMBLY-LOWER LEVEL I FOUNDATON I �•— -12"THICK REINFORCED CIP CONCRETE FOUNDATION s�oEUEDW�DnRAwg LPL I 1 t ^ WALLS(SEE STRUCTURAL OWLS) I i SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE •ATOP REINFORCED CIP STIP FOOTINGS WI KEYWAY (SEE STRUCTURAL DWGS) Rear Tertace I Great Room fatly WALL ASSEMBLY-LOWER LEVEL/FOUNDATON I 1 1 iT. _ 11DI _ tOOt - THICK REINFORCED CIP CONCRETE FOUNDATION W ALLS(SEESTRUCTURAL OWCS) I -6"STONE VENEER;COURSED ASHLAR LAY t i L SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE Pool Terrace ATOP REINFORCED CIP STIP FOOTINGS VN KEYWAY +(SEE STRUCTURAL DWGS) 3B 1�WALLASSEMBLY-E%TEPoOR CONDITIONED l I - - -- T.O.SUB-FLOOR-ALASKANELLOWCEDAR TRIM W/FULL BODY STAIN T.O.TERRACE I �T O CONC CUR y 35'-B W - -ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY STAINS EXPOSURE 5'8 W • -"HENRY"BLUESKIN•VP HOUSE WRAP OR ED. ------- _T.O.W. •12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS :.. ..,.•.'..,. ........::::..... _ _._ _.__.__._ _._._._._.__._._______.-._ -._._._._.__._,_.-___._._._._._._._._._._.___._._ - _. 3 7 FOR SHEAR WALL LOCATIONS 8 CONDITIONS - T.O.POOL TERRACE Y, -2X72 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) 33'•57/8" ..::•:..::.•.......:•...:•...�.:.:'.::: •CLOSED CELL SPRAY FOAM INSULATION(R-20) -INTERIOR WALL FINISH,SEE SCHEDULES I W ` SE S 91?LV PLANS a i SEESTR CiVRALRAMS a Q 2D WALL ASSEMBLY-EXTERIOR CONDITIONED I ;i � LALLYcaWLVW Ir -ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN _ I SEE 5TR1x.TURAL _ALASKAN YELLOW CEDAR PERFECTS WW FULLY BODY a a j STAIN S EXPOSURE Basement all Stom-ge 3 - '*' -"HENRY BLUESKIN•VP HOUSE WRAP OR ED. a•aM -12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS 8 CONDITIONS) -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DWGSI I -CLOSED CELL SPRAY FOAM INSULATION(R-20) I -_. - _ _ _. _ _-•INTERIOR WALL FINISH,SEE.SCHEDULES. ea ' • ASSEMBLY NOTES-FLOOR - I '' FFE BASEMENT:--2 714" is I ; ---____--- FLOORASSEMBLY-LOWER LEVEL CONC.SLAB _ 77714 - -4"RIND INSULATION SLABCONTINUOUS OUSB BELOW - ...:,...:�. ...:.; .. .�....... .....:........ ..... :j:::':;:`i:':'�:', . _ S.O.FOOTING -Z RIGID INSULATION CONTINUOUS BELOW SLAB '--'-'-'-'-'-'� (R-15 CONTINUOUS) / 1 -6 MIL.POLY VAPOR BARRIER -------� •GRAVEL BED(SEE STRUCTURAL DRAWINGS) _ 3B FLOOR ASSEMBLY_7st FLOOR ENG.FLOOR JOISTS U) -3/4"FINISH WOOD FLOORING ' ' -3/4'PLYWOOD SUBFLOOR GLUED 4 NAILED SCALE: -14"AJS 20®IS.00.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION/INSULATION � -12'VENEER PLATERS CEILING FINISH / '� Building Cross Section-Great Room/Entry DRAWN: CRM A210 Scale:12'-V-0' APPROVED: 3C FLOOR ASSEMBLY-bIC FLOOR ENG FLOOR JOISTS -3/4"FINISH WOOD FLOORING DATE: 9EPT.13,201T _314'PLYWOOD SUBFLOOR GLUED-NAILED •14"BCI 90 @ 16"OC.(SEE STRUCTURAL DRAWINGS) TITLE: =SOUND ATTENUATION/INSULATION -12 BUI DING CROSS "VENEER L PLATERS CEILING FINISH SECTION I • 3D FLOOR ASSEMBLY-Ind FLOOR ENG.FLOOR JOISTS -3/4'FINISH WOOD FLOORING _3l4"PLYWOOD SUBFLOOR GLUED 4 NAILED SHEET: •16"BCI 90®1S OC.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION/INSULATION A i -12"VENEER PLATERS CEILING FINISH A- L— ASSEMBLY NOTES-ROOF _w mm mf m1` p O • ROOFASSEMBLY-2X_RAFTERS ca a O g y 1A -STANDING SEAM LNC COATED COPPER ROOF a Q m WIT-0"SEAMS -30d ASPHALT IMPREGNATED BUILDING FELT FF""�� M m~ -PEELS STICK BITUTHANE ALL VALLEYS ROOF lJ� r O U AT ALL ROOF PITCHES LESS THAN 4:12 i E m tT -SW PLYWOOD SHEATHING WI EDGE CLIPS L -2X RAFTER FRAMING(SEE STRUCTURAL DWGS) r a w o -SPRAY FOAM INSULATION - - -_ -. m 1B ROOF ASSEMBLV•2X_RAFTERS •ALASKAN YELLOW CEDAR PERFECTS 5 1rr EXPOSURE - •3071 ASPHALT IMPREGNATED BUILDING FELT - - - -PEEL B STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF+ AT ALL ROOF PITCHES LESS THAN 4:12 -5/B"PLYWOOD 9HEATHING W/EDGE CLIPS -2X RAFTER FRAMING(SEE STRUCTURAL DWGS) "SPRAY FOAM INSULATION(R-09-TBD, 1C ROOF ASSEMBLY"FLAT ROOFS .EPDM"SIKA SARNAFlL"OR ED. -TAPERED RIGID INSULATION,1/6"PER FT. - I - .5M PLYWOOD SHEATHING W/EDGE CLIPS (SEE STRUCTURAL DWGS) - RAFTER FRAMING(SEE STRUCTURAL DWGS) L •SPRAY FOAM INSULATION(R49) "L -1/P VENEER PLATERS CEILING FINISH \ -- ----r-- _ 1D ROOF ASSEMBLY-ROOF DECKS - -TREX OR APPROVED EO DECK FRAMING -EPDM"SIKA SARNAFlL"OR ED. - -TAPERED RIGID INSULATION,1B"PER FT. -5/S"PLYWOOD SHEATHING WI EDGE CLIPS (SEE STRUCTURAL DWGS) -2><10 ROOF DECK FRAMING(SEE STRUCTURAL:DWGS) I I r'T ' ! T I } ,f, r" I I"T -SPRAY FOAM INSULATION(R-09) C "12"VENEER PLATERS CEILING FINISH 1D � 1E ROOFASSEMBLY-ROOFOECK9 --TREX OR APPROVED ED DECK FRAMING ' -EPDM"SIKA SARNAFlL"OR ED. - 9 -TAPERED RIGID INSULATION,1/B"PER FT. l .. J. . _ . .. _ _ ..r. .' r - -SB"PLYWOOD SHEATHING WI EDGE CLIPS , i . I. r� r r till , a (SEE STRUCTURAL DWGS) _ __T I � __ __ T I ____� - _ -91R"AJ525 DECK FRAMING ISEE STRUCTURAL DWGS) .______________________T1 T `T T.�__v __- i_T.O SUBFIL I SECOND FLOOR�� T T I T "SPRAY FOAM INSULATION(R-09) T 1 1 l l l l I I l !LT47'-1 - I I I 1 1 I I 1 1 1 l l l l 1 1 i I I I•i l i (I•t I 11•T• I 11 1 1 I I I I I 1 I rl I ( I i�{I MI 1 1 171•r I 7 I I I I�_ I F.F. E�ZND FLR DECK ___._—��1 I I 1 -2X 6 CEILING JOISTS(SEE STRUCTURAL DWGS) I I 11 1 I I I I I I 11 -) 11 T I �46'-73/4"� -12"VENEER PLATERS CEILING FINISH -T•_ ___ - -_- ___ I Q ASSEMBLY NOTES-WALL T.O.HEADER I - 1 WALL ASSEMBLY-LOWER LEVEL FOUNDATON -12"THICK REINFORCED GP CONCRETE FOUNDATION WALLS(SEE STRUCTURAL DWGS) -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE -ATOP REINFORCED CIP STIP FOOTINGS WI KEYWAY I l ( ( T' .) (SEE STRUCTURAL DWGS) ` — 3e C— T r t Great�Room k'j �j I "7 I L 7 2B ASSEMBLY"LOWER LEVEL 11OUNDATON I v 1 - a s' I I ■ 14'THICK REINFORCED CIP CONCRETE FOUNDATION E r WALLS ISEE STRUCTURAL DWGS) US TONE VENEER;COURSED ASHLAR LAY -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE - r ]; l 'r j pI; 7 U -ATOP REINFORCED CIP STIP FOOTINGS WI KEYWAY _ I (SEE STRUCTURAL DWGS) r��-I`,'j�]_.. ] 2C WALL ------------ _ASSEMBLY_ CoNDn10NED �,L I.7] 1 t _.i.I.t.�t•_; I r I ��—(` ________ ___I___ `'r SUB-FLOOR .______________________ _________ _ T O_CONC U -ALASKAN YELLOW CEDAR TRIM WI FULL BODY STAIN TOP OFTERRACE.35' - -ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY -• - '�r" �r'^t^ fir` �r��r��r��{�� v'^(+!' r-'y�r' Iry v- -�r-ter-1 r-v- 1r (`rr` r` ,r•^V` ter- �n'i+M -1'-`r35i-0�72L"[if 11 T-T STAIN S"EXPOSURE i '�1 1"1 /" 1,:) 1;',i ��� 1 r 1./ 1.i 1 '1�^�(,:1 1,: I I-Lpf TITr T.O.W. HENRY"BLUESNN•VP HOUSE WRAP OR ED. ----------------------- ............... - -�, - y� -1 O PLYWOOD SHEATHING(SEE STRUCTURAL DWGS I FOR SHEAR WALL LOCATIONS S CONDITIONS) TOP OF POOL TERRACE:33'S 718' I -2X12 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) --— .CLOSED CELL SPRAY FOAM INSULATION(R-ZO) ) j INTERIOR WALL FINISH.SEE SCHEDULES I Q I I 2D WALLASSEMBLY•EXTEPoORCONDM NED 2A 2A I -ALASKAN YELLOW CEDAR TRIMW/FULLSODV STAIN ' N •ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY I ` STAIN 5"EXPOSURE Pool Eauloment Vault Basement Hail Storage 'HENRY*BLUESKIN•VP HOUSE WRAP OR EQ. ® ® oro m W -1r2"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS S CONDITIONS) -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) I •CLOSED CELL SPRAY FOAM INSULATION(R-20) I -INTERIOR WALL FINISH,SEE.SCHEDULES '- I ASSEMBLY NOTES-FLOOR T.O.S. POOL EQUIP ROOM T.O.S.@POOL EQUIP ROOM -_ _______ _______________ _____________ -_--___________FFE BASEMENT-- 1/4_ T.O.S.®POOL ENT S'-0" ---- ------- --------I I FLOOR ASSEMBLY-LOWER LEVEL CONC.SLAB Z41-10, - .�.MINCONCRETE SLAB(SEE STRUCTURAL DRAWINGS) ... ...,: r, ...,: "_ ,-,-,-,_ _,__--^..� ,.::......�.... 00TINFOOTING ,,.-: ....+...�....: _-7 RIGID INSULATION COMINUOUS BELOW SLAB :- t 23'-71/4(R-15CONTINUOUS) -0" ---- ---'----'- J -6 MIL.POLY VAPOR BARRIER -GRAVEL BED ISEE STRUCTURAL DRAWINGS) 38 FLOOR ASSEMBLY_1st FLOOR ENG,FLOOR JOISTS V -314'FINISH WOOD FLOORING "3/4"PLYWOOD SUBFLOOR GLUED+NAILED SCALE: -14"AJS 20 @ 76"OC.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION/INSULATION -1rr VENEER PLATERS CEILING FINISH 1 Buildin Cross Section-Great Room/EntryDRAWN: R.c A211 Scale:l2"=1'-0" - APPROVED: FLOOR ASSEMBLY-2nd FLOOR ENG.FLOOR JOISTS DATE: KEPT.2e.201T -314 FINISH WOOD FLOORING -314"PLYWOOD SUBFLOOR GLUED+NAILED -SO BC190 E 16"OC,(SEE STRUCTURAL DRAWINGS) TITLE: -SOUND ATTENUATION/INSULATION BUILDING Cg055 -12"VENEER PLATERS CEILING FINISH - SECTION @1 FLOOR ASSEMBLY-2nd FLOOR ENG FLOOR JOISTS SHEET: -314'FlNISH WOOD FLOORING -314"PLYWOOD SUBFLOOR GLUED+NAILED -16'BC190(Q 1S OC(SEE STRUCTURAL DRAWINGS) ` - l • -SOUND ATTENUATION/INSULATION A 1 "trr VENEER PLATERS CEILING FINISH ASSEMBLY NOTES-ROOF - _w m m m I Is O -- - ROOFASSEMBLY-2X_RAFTERS - -_- - - - _ _ - .�. _ _ _ p w ._ 1A _STANDING SEAM ZINC COATED COPPER ROOF a 0 m u W/2'-0"SEAMS-30D ASPHALT IMPREGNATED BUILDING FELT (` p' 10, -PEEL&STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF- `3j z u AT ALL ROOF PITCHES LESS THAN 4:12 u 0 m m -Sl8"PLYWOOD SHEATHING W/EDGE CLIPS •2 X_RAFTER FRAMING(SEE STRUCTURAL DWGS) F m 0 -SPRAY FOAM INSULATION(R49 TBD, 78 ROOF ASSEMBLY-2 X_RAFTERS -ALASKAN YELLOW CEDAR PERFECTS 512"EXPOSURES XPOSURE YrY V -3D#ASPHALT IMPREGNATED BUILDING FELT 1 B ; -PEEL&STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF AT ALL ROOF PITCHES LESS THAN 4:12 •5/8"PLYWOOD SHEATHING W/EDGE CLIPS I 11 -2 X_RAFTER FRAMING(SEE STRUCTURAL DWGS) 1 C I I I I to-SPRAY FOAM INSULATION(Rd9 TBD-) I I I I I II I I II I I II I 1C OF ASSEMBLY•FLAT ROOFS ^________� I II I -EPDM"SIKA SARNAFIL"OR EO. ` -TAPERED RIGID INSULATION.118"PER FT. I , 1 I I -5I8'PLYWOODSHEATHING W1 EDGE CLIPS I I --•-�--SEE STRUCTURAL WI G S I I II II 7 I RAFTER FRAMING(SEE STRUCTURAL DWGS) I Sp I la I I - INSULATION( )10 VENEER I lY I •12"VENEERER PLATERS CEILING FINISH ............ .....I... - I I rjt-•-I-•• 2-1 S Xtt TIS LWRIDGE I 1 1 ROOF ASSEMBLY-ROOF DECKS SEE STRUCTVRIAL PIANs ,Q-T.O.HEA ER_I - 1D _TREX OR APPROVED EO DECK FRAMING 2D 2.1 va•x 2r LVL RI06E `�53'•B' r I I IIII •EPDM"SIKA SARNAFIL"ORE K sEE STRI/CTLIPAL RANS I I IIII -TAPERED RIGID INSULATION,1/8"PER FT. I , I pll WIT XBBSTEEL 6EAM •5/8" sEE STR PLYWOOD SHEATHING W/EDGE CLIPS 1D I I I Ili I UCT1ntAL Pllws. (SEE STRUCTURAL DWGS) -2 x 10 ROOF DECK FRAMING(SEE STRUCTURAL OWLS) Dffice I i 2nd Fbor Deck I IIII 1 •SPRAY FOAM INSULATION(Rd9) 21 1 y p I IIII I -,2'VENEER PLATERS CEILING FINISH T.O.PLATE GABLE DORMER @ OFFICE_ _ 3C y 1 I I II Hlas ax a vta- _ , 1 IIII I SEE STRUCTURNL PLANS tE ROOF ASSEMBLY•ROOFOECKS 0 " - A •I I 1 IIII I. --TREX OR APPROVED EO DECK FRAMING I I I II11 I ' -EPDM"SIKA SARNAFIL"OR EQ. •TAPERED RIGID INSULATION.118"PER FT. i•,, I I -5/8.PLYWOOD SHEATHING W/EDGE CLIPS , I r7 .' (SEE STRUCTURAL OWGS) - -912"AJS 25 DECK FRAMING(SEE STRUCTURAL DWGS) I _SPRAYFOAM INSULATION(R-49) T.O.SLa=L R_qOFFII _ T ____________ ___v... ____________________ __ __ __ ___ 7,_ ____________y _.__._ t _.__. _____ ______ _ Tljflj _ -2 X 6 CEILING JOISTS(SEE STRUCTURAL DWGS) 66-81/4" -- _ _ y _ N DECK -1/Y VENEER PLATERS CEILING FINISH �� �7 7 1 r i @ f' I .0. TE_Q MSTR BEDRM� i n ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ __ ------- ASSEMBLY F 9' F.FE i _ LL _ jj - '---I- , I NOTES-WALL I I x.ty4•x 1a•LVL m I i -- I II I' I , SEE STRUCTURAL PLAN$ I 1 1 II WALL ASSEM SLY•LOWER LEVEL I FOUNDATON I II I 'I II' -17 THICK REINFORCED CIP CONCRETE FOUNDATION , I WALLS(SEE STRUCTURAL OWGS) I {} I 1 { I I I I -SPRAY ON FOUNDATION SEAL EXT.BELOW GRADE -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY 1 II I { I (SEE STRUCTURAL DWGS) _ I I" - 1 "I rl I II I '^^-ram+ •�^ "•' j I 3B I >," �1 �, I I I 1 3B i j I Master Bathroom 1 Great Room ■F..I - 28 WALL ASSEMBLY-LOWER LEVEL I FOUNDATON I + _ i ` tta I. I. I=� ml 6',I 1 1 _ _ ■ -74"THICK REINFORCED CIP CONCRETE FOUNDATION ; gl WALLS(SEE STRUCTURAL DWGS) I I 1 I '. I' - i ' 2.i a/a•.1a-LW O ' -6"STONEVENEER;COURSEDASHLARLAY - I I SEE STR1x;TLmAL PLANS -SPRAY ON FOUNDATION SEAL EXT.BELOW GRADE t U -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY ` (SEE STRUCTURAL DWGS) + , I I I I WALL ASSEMBLY-EXTERIOR CONDITIONED �-^' - ZC T.O.SUBfLOR_ I __ ________________ _ ___ ______ •* __ _ _ W.._..�� _,_T.O.SU84"LOOR� . I I _ -- _ ALAS. YELLOW CEDAR TRIM W/FULL BODY STAIN y 5'-8 1I4" I _, -T;O.CONC CUR- ------------- -__--- -- --------- ------- z.«. �� - W U _ -ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY T I 35-0 1 STAIN HENR"EXPOS KIN 9 .-, W TOW _..HENRY"BLUESKIN-VP MOUSE WRAP ORED. 34'.2 7(C_2a 2 tm•_ ......................... ......................--.-._-_._ -_-.__ _ ._.____._._.-.-.-.-.- __ -_._.__-_.__.-._._._.-._._-._.-._._._._ -10 PLYWOOD SHEATHING(SEE STRUCTURAL DWGS •O.W. :•:^.I': - ---.r.-�_.I �-� I--_ - - � - 34'-212� FOR SHEAR WALL LOCATIONS&CONDITIONS) I I I - - - -2X12 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) I i - -CLOSED CELL SPRAY FOAM INSULATION(R-20) I I Wt2 x 26 SMU BEAM a.1.� -INTERIOR WALL FINISH.SEE SCHEDULES I I SEE sTRueTURAL Pews - 38 Q a I I I WALL ASSEMBLY-EXTERIOR CONDITIONED 2D -ALASKANYE LLOW CEDAR TRIM W/FULL BODY STAIN -ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY I j STAIN 5"EXPOSURE Mechanical - Exercise Storage •HENRY"BLUESKIN.VP HOUSE WRAP OR ED. I i i Ote 013 010 Flsss J -12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS&CONDITIONS) I I 3A 3A �, -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) I I I -CLOSED CELL SPRAY FOAM INSULATION(R-20) I I --_ - - -INTERIOR WALL FINISH.SEE SCHEDULES I I I 1 I I _ 1 1 I j ASSEMBLY NOTES-FLOOR 1---_L __________________________ ____ __ _ _________ FFE BASEMENT:25'-2114" T.O.S. FLOOR ASSEMBLY -LOWER LEVEL CONC.9LA8 t 24. 3A •4"MIN CONCRETE SLAB ISEE STRUCTURAL DRAWINGS) t I J " ' _. r _ __ B. OTING J -7 RIGID INSULATION CONTINUOUS BELOW SLAB 1 1 23'-7114'`� J (R-15 CONTINUOUS) -6 MIL.POLY VAPOR BARRIER ��---------� -GRAVEL BED(SEE STRUCTURAL DRAWINGS) 38 FLOORASSEMSLY-1st FLOOR ENG.FLOOR JOISTS -314'FINISH WOOD FLOORING -3/4'PLYWOOD SUBFLOOR GLUED-NAILED SCALE: -14'AJS 20 @ 16"OC.(SEE STRUCTURAL DRAWINGS) ' -SOUND ATTENUATION I INSULATION DRAWN: CAM -12'VENEER PLATERS CEILING FINISH 1 Building Cross Section-Master Bedroom/Great Room A212 Scale:12-=1'-0' APPROVED: �rl FLOOR ASSEMBLY•2nd FLOOR ENG FLOOR JOISTS DATE: 9EPT.26,2017 -3/4"FINISH.0D FLOORING -3/4"PLYWOOD SUBFLOOR GLUED+NAILED -14'BCI 90 @ 16"OC.(SEE STRUCTURAL DRAWINGS) TITLE: -SOUND ATTENUATION I INSULATION BUILDING CROSS -,/7 VENEER PLATERS CEILING FINISH r SECTION 3D FLOOR ASSEMBLY-2nd FLOOR END,FLOOR JOISTS - SHEET: -3/4"FINISH WOOD FLOORING "3/4"PLYWOOD SUBFLOOR GLUED+NAILED -16"BCI 90 @,6"OC.(SEE STRUCTURAL DRAWINGS) " -SOUND ATTENUATION I INSULATION -/2"VENEER PLATERS CEILING FINISH A- ASSEMBLY NOTES-ROOF sW ow 10 m Z 1A ROOF ASSEMBLY-2X_RAFTERS - - p 3 u conm ,STANDING SEAM LNL COATED COPPER ROOF N O O 30#A ASPHASFAMSLT 1B K 04 m -PEEL&STICK IMPREGNATED BUILDING FELT cm] r X -PEEL 8 STICK BITUTHANE ALL VALLEYS ENTIRE ROOF 2 m U D AT ALL ROOF PITCHES LESS THAN 4:12 m m • -5/8"PLYWOOD SHEATHING WI EDGE CLIPS < �, -2 X_RAFTER FRAMING(SEE STRUCTURAL DWGS) C In D AM INSULATION R-09 TBD �------------- •______-- - SPRAY FOAM ( _ J --�``2 x 12 RIDGE 6FJ1M f m ] s —EE ti S �\ TRUCTIGAL PLANS 1 /�, N I d I ROOF ASSEMBLY0 -RAFTERSISEESPTRUC i14 LW RmGE a g -AIASKAN YELLO2WX CEDAR PERFECTS 5 1rC EXPOSURE I I j I TLatnL PLANS `�r� 3 -30d ASPHALT IMPREGNATED BUILDING FELT I I ILe I ii 3 -PEEL B STICK BITUTHANE ALL VALLEYS•ENTIRE ROOF+ I I I v ' Q ; AT ALL ROOF PITCHES LESS THAN 4:12 I I ::;:;1[:::::.':::::':.:.:.:.:.:...:.........:.... '�ii: -5M'PLYWOOD SHEATHING WI EDGE CLIPS -2XRAFTER FRAMING(SEE STRUCTURAL DWGS) -SPR-AY FOAM INSULATION(R-09-TBDJ 1C ROOF ASSEMBLY-FLAT ROOFS I I 1 I I I •'�. 20 -EPDM"SIKA SARNAN OR E. I I I I 2p I I •TAPERED RIGID INSULATION,118"PER FT. I I I I I I -SIB•PLYWOOD SHEATHING W/EDGE CLIPS •� I I I ..I...._.... (SEE STRUCTURAL DWGS) I I I I L/ • I I RAFTER FRAMING SEE STRUCTURAL DWGS I -SPRAY FOAM INSULATION R-09 I I I I ,•T -12"VENEER PLATERS CEILING FINISH I I I I IPLA E 2ND FLOOR SHED DORMER'•, T.OI HEADER 54'S 314' _._._._ __.ti._.—._., 1D ROOF ASSEMBLY-ROOF DECKS I I 1 I I Yj-5C•-77/d� -TRIX OR APPROVED EO DECK FRAMING •EPDM'SIKA SARNAFIL"OR EQ. I ;� I i I 2nd FIT Vestibule 2nd Floor Sidlna Staircase BaV -TAPERED RIGID INSULATION,1/8"PER FT. MI x W STEEL SEAM /B" I O Q Q -5 PLYWOOD SHEATHING W/EDGE CLIPS sEESmI1CTIIRAL PLANS i j I I �1 t00 (SEE STRUCTURAL DWGS) I i 2nd Fl0aOf Deck i i .O.PLATE_2ND_FLOOR•';; I -2 x 10 ROOF DECK FRAMING(SEE STRUCTURAL OWGS) Wl0x2e -SPRAY FOAM INSULATION(1149) SEESmtX:TWNL PLANS I ::I -I/r VENEER PLATERS CEILING FINISH ZEE STRl1CTUPA.PLANS I ' I I I 1 1 ROOF ASSEMBLY-ROOF DECKS I I I W12 x n STEEL SEAM I 19 -•TREX OR APPROVED EO DECK FRAMING SEE sm1lCTwwLP1AN8 , I 3C EPDM•SIKA SARNAFIL*OR ED. •TAPERED RIGID INSULATION,1/6"PER FT. -5/8"PLYWOOD SHEATHING W/EDGE CLIPS Il I (SEE STRUCTURAL DWGS) - - - �^ I I _ T.O.SU&FLOOR SECOND FLOOR -912'AJS 25 DECK FRAMING(SEE STRUCTURAL DWGS) ______—---------—_---_ ___ _ J—_____—___ ______ __ ______ _______ ._._._._ _._._.—._ . -SPRAY FOAM INSULATION(R-09) - v F.F.E @ 2ND FLRCK —,j'.:I } L qT'-1� -2X6 CEILING JOISTS STRUCTURAL DWGS) ��� ' �4L-1 3/131 I ' r / IFII I'� yl 111�1 1,) 1 �• e� 1`v11 lYl �,}I II I4.:1�1�.41 IM/ 111� �1�1 i) I Y111'.I,i 14l 11�,/ 1j�i1 _--_-- 7 -12"VENEER PLATERS CEILING FINISH pp I 1 1 I ''1 1 I 1 ' T.O.PLATE KITCHEN .1�I - -- ----------1----- - --' -------- ? --- ------- ------- - --------------- - -._._. . _. ASSEMBLY NOTES-WALL ' `� ______________^� `� ---- - - r --, - - --�--� - --, 2 �WALL ASSEMBLY-LOWER LEVEL/FOUNDATON I -l7-THICK REINFORCED GP CONCRETE FOUNDATION WALLS(SEE STRUCTURAL DWGS) -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE I 3 -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY (SEE STRUCTURAL DWGS) �Q Staircase BE H 1 Great Room i a �aa, "a 2 ❑ 1511t8B I - , 2B WALL ASSEMBLY-LOWER LEVEL IFOUNDATON Iw I I !2, � I I i ® i 1 LOT •14"THICK REINFORCED CIP CONCRETE FOUNDATION WALLS(SEE STRUCTURAL DWGS) .6"STONE VENEER;COURSED ASHLAR LAY "SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE SEE smucTURAi_PANS_ -AT OP REINFORCED CIP STIP FOOTINGS WI KEYWAY (SEE STRUCTURAL DWGS) i WAIL ASSEMBLY-EXTERIOR CONDITIONED 1 _ T.O.SUBfLOOR 2C .Q --------------- ___T.O.CONCCURB''—' ._._._._._—._& -AIASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN .—. 35'8 1I4 - -ALASKAN YELLOW CEDAR PERFECTS W?FULLY BODY 35'-0 12" •, STAIN V EXPOSURE ? V ""HENR1^BLUESKIN-VP HOUSE WRAP OR ED. _ ---------- -------------q -1R"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS N FOR SHEAR WALL LOCATIONS 6 CONDITIONS) :T.O.STONE SHELF -2X72 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) 33'-3" 3B —'—'— -� -CLOSED CELL SPRAY FOAM INSULATION(R-20) �,r. W -INTERIOR WALL FINISH.SEE SCHEDULES 2D WALL ASSEMBLY-EXTERIOR CONDITIONED 28 � -ALASKAN YELLOW CEDAR TRIM W/FULL BODY Al. 1A ALASKAN YELLOW CEDAR PERFECTS WI FULLY BODY Storage Laundry Room Guest Suite Hall V STAIN 5"EXPOSURE '*, -HENRY"BLUESKIN-VP HOUSE WRAP ORE oto ® ® LLI -tr2•PLYWOOD SHEATHING(SEE STRUCTURAL OWGS FOR SHEAR WALL LOCATIONS 6 CONDITIONS) 3A m -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DV4GS) -CLOSED CELL SPRAY FOAM INSULATION(R-20) -INTERIOR WALL FINISH,SEE SCHEDULES I 6 16 � • I� ASSEMBLY NOTES•FLOOR FFE BASEMENT:25'-2 114 7 FLOORASSEMBLY-LOWER LEVEL CONCSLAB 2d 111/4 3A ...,,...:.. .:......... .,:.:... ..,...., ..,.....:., .. ..: ...:.... S a WIN r...... .. ....:. ... ...... ... ...•. ... ........ ...: B.O.FOOTING 4.,NC IN CONCRETE SLAB SEE STRUCTURAL DRA GS : ,,.... "'��`:�•� _ __ -7RICd CONTINUOUS) CONTINUOUS BELOW SLAB 23'•71/4"`� IRIS CONTINUOUS) -6 MIL.POLE VAPOR BARRIER -GRAVEL BED(SEE STRUCTURAL DRAWINGS) 3B FLOOR ASSEMBLY-Tat FLOOR ENG FLOOR JOISTS VI ,3/4"FINISH w000 FLOORING "3/4"PLYWOOD SUBFLOOR GLUED+NAILED SCALE: -14-AJS 20®16"OC,ISEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION/INSULATION - DRAWN: CAM 1r2"VENEER PLATERS CEILING FINISH �11 Building Cross Section-Master Bedroom/Great Room _ A2t3 Scale:l2•=1'-0' APPROVED: FLOOR ASSEMBLY"2nd FLOOR ENG FLOOR JOISTS -314"FINISH WOOD FLOORING DATE: SSPT.2S.2 -314•PLYWOOD SUBFLOOR GLUED•NAILED -14'BCI 90 @ IS'OC.(SEE STRUCTURAL DRAWINGS) TITLE: -SOUND ATTENUATION/INSULATION - BUILDING CROSS 1?VENEER PLATERS CEILING FINISH SECTION 30 FLOOR ASSEMBLY-2nd FLOOR ENG FLOOR JOISTS -314"FINISH WOOD FLOORING SHEET: -314"PLYWOOD SUBFLOOR GLUED+NAILED •,6•BCI 90 0 16"OC.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION I INSULTION a�� -12'VENEER PLATERS CEILINGA A FINISH ASSEMBLY NOTES-ROOF —W In m I ROOF ASSEMBLY-2%_RAFTERS E N O U -STANDING SEAM LNC COATED COPPER ROOF !Q7 m 1A p O m O W/2-0' "SEAMS ______________ —` ` -300 ASPHALT IMPREGNATED BUILDING FELT / a a m m -PEEL B STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF. I 1 A E ~/ 1 � O f I AT ALL ROOF PITCHES LESS THAN 4:12 j j—e I w O m a •Sir PLYWOOD SHEATHING WT EDGE CLIPS 1 I I I <I -2X_RAFTER FRAMING(SEE STRUCTURAL DWGS) 1 m y p F SPRA Y FOAM INSULATIONR-09 T BD I m F I V iB ROOF ASSEMBLY-2 _RAFTERS -ALASKAN YELLO X W CEDAR PERFECTS 51/T EXPOSURE 1 1 1 I g •300 ASPHALT IMPREGNATED BUILDING FELTOt -PEEL B STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF+ I I AT ALL ROOF PITCHES LESS THAN 4:12 •5/8"PLYWOOD SHEATHING W/EDGE CLIPS 1 -2% RAFTER FRAMING(SEE STRUCTURAL DWGS) 1 I J -SPRAY FOAM INSULATION(R-09 TBD, I 1 2 x,2 RLDGE BEAM 1 1 I 1 SEE STRI/GR/RALPLANS 1C ROOF ASSEMBLY-FLAT ROOFS I•' •,2D iB 18 i j 2-1Wfx LWRIDGE -EPDM"SIKA SARNAFIL'OR EO. •;'� 1 ; SEE STRl1CTURALPv4+s -TAPERED RIGID INSULATION.1/8"PER FT. I 1: ,•'•,,•' I I -5I8"PLYWOOD SHEATHING W/EDGE CLIPS I I (SEE STRUCTURAL DWGS) I a•t Yr.a 1R"LW IOR •1 1 RAFTER FRAMING(SEE STRUCTURAL DWGS) I I SEE STRUCiIAtII PIANs 1•, 2D -SPRAY FOAM INSULATION(R-09) j 1 I BANS -1R"VENEER PLATERS CEILING FINISH SEE STRUCTURAL I - •I a-1 arP a 1rz•LVL IOR &ROOF A99EMBLY"ROOF DECKS -TREXOR APPROVED EO DECK FRAMING m� -EPDM OR SARNAFIL-OR ED. 1 -TAPERED RIGID INSULATION,1/8"PER FT. -SW PLYWOOD SHEATHING W/EDGE C W LIPS I I a � Bedroo 1 � Sewnd Floor Sitting Bedroom 2 (SEE STRUCTURAL DWGS) �,,,�,�.® I I •2 X 10 ROOF DECK FRAMING(SEE STRUCTURAL DWGS) I F 1 -SPRAY FOAM INSULATION(R-09) 11E ?-1 VENEER PLATERS CEILING FINISH ' H� {{ L kLL {} �' 1 1E ROOF A99EMBLY"ROOF DECKS —J LU TREXR APPROVED EO DECK FRAMING 1 " -�` I -TAPERED RIGID INSULATOR ED./B"PER FT. j .. �- _ S -SIB"PLYWOOD SHEATHING WI EDGE CUPS (SEE STRUCTURAL DWGS) I {{ -912"AJS 25 DECK FRAMING(SEE STRUCTURAL OWGS) r______' _______-I ___________________________ __._______-__ __ ____________- -------------------------- -______-__>�____ __--______ _ _-_________________I____ T:O. 1B-FLOOR_SEC O_ND FLOOR -SPRAY FOAM INSULATION(R-09) I 1 I 47'•t� -2X 6 CEILING JOISTS(SEE STRUCTURAL DWGS) I S.v 14,yj' I I�i I 1°fl I It"11 1"i°.l 1+�( III l�'I �Y�� 1`�yi1 1`�1 ` Y q + II �\��l 1 :YI I 1 ,.1 1.1 I 1 I I 1 7 I 1-1 I ,1` I 1 ( .I 1` III n. I I'1 t /' ' V. t''f 1 ) �Y )�''!` t Y'•1 I -12"VENEER PLATERS CEILING FINISH I 1' 1 ' ' 11/11. 11�� 1 1�I It 11�1 .�1 I�ttln/li,ll, -I II+11'•I ,.1ll ll lY yil �I fl, �I+111 'll I l t i 1' .a 11 1. 1��I I11� r�l";i�11,i1,,1�111Y,IIj1� ,.1 1 I Ii1 '! 1 _ T.O.PLATE KITCHEN-^ 5101l4 V n 4'- I "' I 2D 2 C W12X 29STEELaEAM I 1 sE%285TEEL BEAM 9 t SEE blRlICIURAL PLANb I I � I 1 SEE bTRLCT1AiAL PIAlS 2 t ..'--• I I 1 ASSEMBLY NOTES-WALL I I 1e64%4 Lt6 � '.---: SEE SX'yTRVCTURnL PVWS I I : ---� 1 WALL ASSEMBLY"LOWER LEVEL l FOUNDATON I �—'-1� SEE bTRUCTUILU.PINb y C ----� -- ---1=i -- —j-. u •12"THICK REINFORCED CIP CONCRETE FOUNDATION 1I r WALLS(SEE IS DWGS) I j I I -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE 1 I F t I 1 -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY (SEE STRUCTURAL DWGS) 1 / L — j ' I DIDIDO Room ,y t Kitchen N �_1 I Mudroom Link 2B WALL ASSEMBLY-LOWER LEVEL I FOUNDATON I I I r - -WALL (SEE STRUCTURAL OCONCRETE FOUNDATION WALLS SEE STRUCT URS OWLS) I I q t !! 1 - -6'STONE VENEER;COURSED ASHLAR LAY I _ -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE I -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY 1 (SEE STRUCTURAL DWGS) I I SEE STRucTimWAL PIANb SB C i I 3B 2C WALL ASSEMBLY-EXTEPoOR CONDmONED -ALASKANYELIL CEDARTRIMW/FULLBODY STAIN - -ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY I ,a STAIN5"EXPOSURE __I —.— —.—.—.—.—._._._.—.—.—.—.—.—.—.—.—.—.—.--- -----.-----.—.—.—.—.—.—.— —._._._._.—.----- —._.—.—.—.—.—.—.—.—.—.--- —.—.—.—.--- —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.--- �p ._.- -"HENRY GODS HEAT HOUSE WRAP C UR L-_--- T.O.W. -12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS j 1 I I� FOR SHEAR WALL LOCATIONS 8 CONDITIONS) 1 2D IT.O HEADER�Q -2X12 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) —I— '—'—'1 33'•3'V I I 2•t Yrx 1+'LW -CLOSED CELL SPRAY FOAM INSULATION(R•20) -INTERIOR WALL FINISH.SEE SCHEDULES SEE STRUCTURAL PIAIS 1I i SEE STRUCTURAL RlWs I I II I I II 2D WALL ASSEM BLY"EXTEPoOR CONDITIONED -ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN 1 I i I N -ALASKAN YELLOW CEDAR PERFECTS WI FULLY BODY i Guest Suite Bedroom Guest Bath Guest Suite Hall Laundry Room 1 I Mechanical STAIN 5"EXPOSURE aot ® I I -"HENRY'BLUESKIN•VP HOUSE WRAP OR EQ. I I -12'PLYWOOD SHEATHING(SEE STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS 8 CONDITIONS) -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) -CLOSED CELL SPRAY FOAM INSULATION(R-20) -INTERIOR WALL FINISH,SEE SCHEDULES 1 I I I I 1 II 1 I II 1 m i I II ASSEMBLY NOTES-FLOOR. I I Ij FIE--BASEMENT:-- - FFE BASEMENT:--1l4' T.O.TERRACE -FL SLAB LOWER LEVELCONC.SLAB �24•=B'1/4 11114 ... r- .-. .. ... ... ..1....R .. .. x 26'- �1 4 ..._..:- ..............: »....,.....::.......:•:::L.......,s':>`.... .�...,. FOOTING - DRAWINGS) ...,...1. .-....�» - .......,.....!:::.., ,..:.._.::.:.:...,. -��: 4 MIN CONCR TE SLAB SEE STRUCTURAL LIRA G .+ •���: .. .. v...... ....;� : ,., ,... •'� : :-"t:.'.•����' �'�t1A. 00 -2'RIDID INSULATION CONTINUOUS BELOW SLAB t,..... �.•....•...•,:�..�.•.... •.........• ••....• •.. ,... ,._... ... ..........V 237114'v IRA CONTINUOUS) y":': ^""" -6 MIL POLY VAPOR BARRIER -GRAVEL BED(SEE STRUCTURAL DRAWINGS) I I I /^ I SB FLOOR ASSEMBLY"1st FLOOR ENG.FLOOR JOISTS •3l4"FINISH WOOD FLOORING -314"PLYWOOD SUBFLOOR GLUED+NAILED ; SCALE: j -16"AJS 20 @ 16'OC.(SEE STRUCTURAL DRAWINGS)-SOUND ATTENUATION/INSULATION __ - - DRAWN: CRM 1?'VENEER PLATERS CEILING FINISH Building Cross Section-Master Bedroom/Great Room A2I4 Scale:12- V-0" APPROVED: FLOOR ASSEMBLY-2nd FLOOR ENG.FLOOR JOISTS -3/4"FINISH WOOD FLOORING DATE: SEPT.2 -3/4'PLYWOOD SUBFLOOR GLUED+NAILED -14"BCI 90®16"OC.(SEE STRUCTURAL DRAWINGS) TITLE: •SOUND ATTENUATION/INSULATION •1rZ VENEER PLATERS CEILING FINISH SECTION GROSS • _ SECTION FLOOR ASSEMBLY-2nd FLOOR ENG,FLOOR JOISTS -314"FINISH WOOD FLOORING SHEET: -3/4"PLV WOOD SUBFLOOR GLUED+NAILED -1O ND ATTENUATION NUATI NII STRUCTURAL RAL DRAWINGS) �-� -SOUND AT0 6"OI.(SEE INSULATION -Irr VENEER PLATERS CEILING FINISH ASSEMBLY NOTES-ROOF —w r mm mf a' 0 • ROOF ASSEMBLY-2%_RAFTERS 3 N 0 u _ 1A -STANDING SEAM ZINC COATED COPPER ROOF 1B 0 <0 m u W/2'-0"SEAMS -300 ASPHALT IMPREGNATED BUILDING FELT - -PEEL 8 STICK BITUTHANE ALL VALLEYS,ENTIRE ROOF i [[�F^ _ -' m F AT ALL ROOF PITCHES LESS THAN 4:12 -------�� 1B `�� w Z 1p V • -SIB"PLYWOOD SHEATHING WI EDGE CLIPS I 1 LL a F ^a -2 X_RAFTER FRAMING(SEE STRUCTURAL DWGS) j r -SPRAY FOAM INSULATION(R49_TBDJ ------------- ati 1B RO--OF A SSEM VBLY-O2 X_RAFTERS -ALASKAN ELL WCEDAR PERFECTS 5 1R E XPOS UR E 0#ASPMALT IMPREGNATED BUILDING PEEL CK RAKE ALL VALLEY �ENTIRE ROOF 8T AT ALL ROOF PITCHES LESS THAN 4:12 .518.PLYWOOD SHEATHING W/EDGE CLIPS 2XRAFTER FRAMING(SEE STRUCTURAL DWGS) -SP_Y FOAM INSULATION(R-0e_TBDJ 1 1II RA :w: I III I rQJuV ll f�m iJ 1 I 2D 1 I I I 0- ROOF ASSEMBLY-FLAT ROOFS I 1 I 2D •EPDM"SIKA SARNAFIL"OR ED. - j I I •TAPERED RIGID INSULATION,1/8"PER FT. I I I -SIB"PLYWOOD SHEATHING W/EDGE CLIPS I I I 7 (SEE STRUCTURAL OWLS) •'•I j I I RAFTER FRAMING(SEE STRUCTURAL DWGS) I• I I 1 -SPRAY FOAM INSULATION(R49) ••.I •., ;' -72'VENEER PLATERS CEILING FINISH 'I, 3-I ya•.97IY LW HIxi �:� I ;' —' •• '-�"— .. i•, I SEE STRUCTURAL PLANS i I \ROOF ASSEMBLY-ROOF DECKS I -TREX OR APPROVED EO DECK FRAMING •EPDM"SIKA SARNAFIL"OR EQ. I I I I -TAPERED RIGID INSULATION,1/8"PER FT. •518.PLYWOOD SHEATHING W/EDGE CLIPS I 1 I I (SEE STRUCTURAL DWGS) / .. I I I IL I -2 x 10 ROOF DECK FRAMING(SEE STRUCTURAL DWGS) Bedroom 2'� I I Bunkorcasa — Bedroom 3 �- • - -SPRAY FOAM INSULATION IR-09) I ' ¢I I-72"VENEER PLATERS CEIDNG FINISH I3C1EROOFASSEMBLY-ROOF DECKS--TREX ORAPPROVEDEO DECK FRAMING -EPDM"SIKA SARNAFIL-OR EQ. -TAPERED RIGID INSULATION,1/8"PER FT. i I E S 30 -5/8"PLYWOOD SHEATHING W/EDGE CLIPS (SEE STRUCTURAL DWGS) T.O.SUB•FLOOR SECON FLOOR _ _}I _ _aT---� - -_' •2X6 EIONMG ECSTS(SE STRUCTURAL STRUCTURAL DWGS) �4010PLA�EKITCHEN „1' 1' ,I II'I II I - 1_ _ _ __ __ _____ _ __ F _ __ _ _ T OSUBFLR_2ntlfLR_BU45703/0� ' -SPRAY FOAM INSULATION(R-09) 47 1 I L I -2X 6CEIDNG JOISTS(SEE STRUCTURAL DWGS) -12'VENEER PLATERS CEILING FINISH ____-- _ _ _ I� __ .__._.T.O_PLAT_E GARAGE . ASSEMBLY NOTES•WALL I 1 I A 1W ASSEMOLY•LOWER LEVEL I FOUNDATON _ _ 4:1y 9gLVL — - - - - - 4-1yPx18-LW - - --- 'SEE STRUCTURAL PLANS SEE STRl1CTURAL PLANS THICK REINFORCED CIP CONCRETE FOUNDATION E n WALLS(SEE STRUCTURAL DWGS) -SPRAY ON FORCED CIP SEAL EXT,BELOW GRADE __. -ATOP REINFORCED CIP STIP FOOTINGS WI KEYWAY (SEE STRUCTURAL DWGS) WALLASSEMBLY-LOWER LEVEL I FOUNDATON [yn . T;j .MudroOm Link 2Cer Gerogei26 � a!!Y 710 ul14"THICKREINFORCED CIP CONCRETE FOUNDATION ++ m WALLS(SEE STRUCTURAL DWGS) '. -G STONE VENEER:COURSED ASHLAR LAY 4 -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE I - -ATOP REINFORCED CIP STIP FOOTINGS W/KEYWAY (SEE STRUCTURAL DWGS) - 1 � WALL ASSEMBLY-EXTEPoOR CONDITIONED m 2CT O SUB-FL_00_R__ '•----+^ —----� :------•- '" �35's 1M -.-.y-.-. .-. _____T.O.SLAB�BACK OR GARA T.O.SUB-FLOOR -ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN T.O.CONC CUR--- 31 --_---=y- ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY 5'-0 72" _ '•-3" _ GARAGE DOORS STAINS"EXPOSURE !7Awl .-.-.-.-.-.-.-.-.-.-.-- - LABL -.----- -"HENRY"SLUESKINLVP HOUSE WRAP OR EO. T.O.W. - "I""" -' 34 O7I8 �Q_ --"r. r 1/Y PLYWOOD SHEATHING(SEE STRUCTURAL OWLS ........... FOR SHEAR WALL LOCATIONS 8 CONDITIONS - .2%12 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) >-1 yr.la•LW- CLOSED CELL SPRAY FOAM INSULATION(R-20) sEE siituCTU1Nl PLANS I r -INTERIOR WALL FINISH,SEE SCHEDULES v Q a ¢ �1 WALL ASSEMBLY-EXTEPoOR CONDITIONED 2A 1� -ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN ' ALASKAN YELLOW CEDAR PERFECTS W/FULLY BODY Mechanical STAIN 5"EXPOSURE - ® ® B.O.FOOTING -"HENRY"BLUESKIN-VPHOUSEWRAPOREO. ......- -'-' -'-'-'-'-'-'-- -12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS m 29-8 12" FOR SHEAR WALL LOCATIONS 8 CONDITIONS) 3A •2X6 E%T.WALL FRAMING(SEE STRUCTURAL DWGS) -CLOSED CELL SPRAY FOAM INSULATION(R-20) -INTERIOR WALL FINISH;SEE SCHEDULES a ASSEMBLY NOTES-FLOOR BASEMENT 25-21 7_ T.O.S. FFE _- __ _ 3A FLOORASSEMBLY-LOWER LEVEL CONS.SLAB �24'-11114" ¢ ---- -4"MIN CONCRETE SLAB(SEE STRUCTURAL DRAWINGS) �Q.B.O.FOOTING__ ""'"!„'•"' r •2"RIGID INSULATION CONTINUOUS BELOW SLAB `�Y3'-7 tl4" 6 MIL. ' MIL CONTINUOUS) - POLE VAPOR BARRIER -GRAVEL BED(SEE STRUCTURAL DRAWINGS) 3B FLOOR ASSEMBLY-1s1 FLOOR ENG,FLOOR JOISTS N .3/4"FINISH WOOD FLOORING -3/4"PLYWOOD SUBFLOOR GLUED-NAILED SCALE: •1P AIS 20®16'OC.(SEE STRUCTURAL DRANANGS) •SOUND ATTENUATION I INSULATION -12"VENEER PLATERS CEILING FINISH i Building Cross Section-Master Bedroom/Great Room DRAWN: CRM A215 Scale:12.1-0 APPROVED: FLOOR ASSEMBLY_" FLOOR ENG.FLOOR JOISTS -.4'FINISH WOOD FLOORING DATE: SE—.— ial> 3I4'PLYWOOD SUBFLOOR GLUED-NAILED •14"BCI 90 @ 76"OC.(SEE STRUCTURAL DRAWINGS) TITLE: -SOUND ATTENUATION/INSULATION -1rr VENEER PLATERS CEILING FINISH BUILDING CROSS SECTION 311 FLOOR ASSEMBLY.2nd FLOOR ENG.FLOOR JOISTS -3/4'FINISH WOOD FLOORING SHEET: •3/4"PLYWOOD SUBFLOOR GLUED+NAILED -IV BC190 @ IV OC.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION/INSULATION A _I] j �^ -12 A"VENEER PLATERS CEILING FINISH G J ASSEMBLY NOTES-ROOF sw mn m O ROOF ASSEMBLY•2X_RAFTERS a N O y to •STANDING SEAM LNC COATED COPPER ROOF <a: MU W/7-0'SEAMS F AA -300 ASPHALTIMPREGNATED BUILDING FELT ENTIRE ROOF l p r u-PEEL&STICK BITUTHANE ALL VALLEYS+ Z AT ALL ROOF PITCHES LESS THAN 4:12 w 0 a -5/8"PLYWOOD SHEATHING WI EDGE CLIPS L -2X RAFTER FRAMING IS STRUCTURAL DWGS) r c y o •SPRAY FOAM INSULATION(R49 TBD_) H'm F 1B / �! 18 ROOF ASSEMBLY•2 X_RAFTERS F�I vm g -ALASKAN YELLOW CEDAR PERFECTS 51r2"EXPOSURE -309 ASPHALT IMPREGNATED BUILDING FELT / -PEEL B STICK BITUTHANE ALL VALLEYS+ENTIRE ROOF+ AT ALL ROOF PITCHES LESS THAN 4:12 "PLYWOOD SHEATHING WEDGE CLIPS __________ ' 2 X_RAFTER FRAMING(SEE STRUCTURAL DWGS) -SPRAY FOAM INSULATION(R4B TBD, I . 1C ROOF ASSEMBLY-FLAT ROOFS j -EPDM"SIKA SARNAFIL'OR E0. -TAPERED RIGID INSULATION,1/8"PER FT. I j .5/8"PLYWOOD SHEATHING WI EDGE CLIPS ; (SEE STRUCTURAL DWGS) RAFTER FRAMING(SEE STRUCTURAL DWGS) j 1 -SPRAY FOAM INSULATION(R-09) I I -12-VENEER PLATERS CEILING FINISH I I 1D ROOF ASSEMBLY-ROOF DECKS -TREX OR APPROVED EO DECK FRAMING CI I -EPDM"SIKA SARNAFIL"OR EQ. -TAPERED RIGID INSULATION,US-PER FT. I I -5W PLYWOOD SHEATHING W/EDGE CLIPS j (SEE STRUCTURAL DWGS) i i III -2 x 10 ROOF DECK FRAMING ISEE STRUCTURAL OWGS) -SPRAY FOAM INSULATION(R49) Bedroom 3 aB th 3 Bunk House -12'VENEER PLATERS CEILING FINISH 1E ROOFASSEMBLY-ROOF DECKS --TREX OR APPROVED Ed DECK FRAMING .-.-.-.-.-. .-.-.-.-.-.--._.-.-.-,-.-.-,-,-.-,-,-.-,-,-,-. EPDM"SIKA SARNAFIL"OR ED. I I \ 1'i I T.O.PLATE ABV GARAG -TAPERED RIGID INSULATION,1/8'PER FT. .-.1-.-.-.-.-.-.-. .-. -.-.- 1 —'--'—'—'--'— _ -SIB"PLYWOOD SHEATHING WI EDGE CLIPS d8'-27/e' :; I ,� j� (SEE STRUCTURAL DWGS) p 1 3D I-" " JTTITi"1 I ,rI'1f l --912"AJS 25 DECK FRAMING(SEE STRUCTURAL DWGS) - I I .�.-.'I �-- -�--- -� ----�� - - -- -- •SPRAY FOAM INSULATION R-09 I 1 1\ I ��� TT ( ) w I �_>� I I. .. -2 X 6 CEILING JOISTS(SEE STRUCTURAL DWGS) I _ 1 !� 12'VENEER PLATERS CEILING FINISH ,Q_T.O SUBFLR 2nd FLR BUNKHOUSE ------------------LL ________ _ _ - ________________ F�F.E BUNKHOUSE D CK I '1'T-(�1'ri"I`Il i='f l 45'-10314" .a••_•s T.O.PLATE GARAGE 1 ' 1.11(v'p vl I'i.tI:.11 '!i : lil!1 1111.1 v;v'I r;,,,v: 1 •,Iv�(': I��r�(I�I CI�yi,.. .'I. '/ �,l,l I,1 III'.:1 .;1 III, II Il,.ill -1 'L�.1 Ill..rl ,,l' .1',I:. +.,�.,��.���. - 1/1 - ------- Li it ASSEMBLY NOTES-WALL I 7-IT G WALL ASSEMBLY-LOWER LEVEL IFOUNDATON -12"THICK REINFORCED CIP CONCRETE FOUNDATION WALLS(SEE STRUCTURAL DWGS) -SPRAY ON FOUNDATION SEAL EXT.BELOW GRADE I I I •ATOP REINFORCED CIP STIP FOOTINGS WI KEYWAY I I I I I 3 (SEE STRUCTURAL DWGS) a I i 2 Car Garage I I I I II Mudroom Link i wqq g 28 WALLASSEMBLY-LOWER LEVEL I FOUNDATON j 1 Ell II I Ito �' S ro iY 1 I 1 O •14"THICK REINFORCED CIP CONCRETE FOUNDATION I j I j $ WALLS(SEE STRUCTURAL DWGS) -8"STONE VENEER;COURSED ASHLAR LAY I I I I - -SPRAY ON FOUNDATION SEAL EXT,BELOW GRADE j 2D I I U -ATOP REINFORCED CIP STIP FOOTINGS W KEYWAY 1 1 I 3B ISEE STRUCTURAL DWGS) I I I I I I I I i 1 WALL ASSEMBLY•EXTERIOR CONDITIONED 2C T_O SUB-FLOOR y�� y _ ::: _i-O - IQ.T O SUBf_LO R- --T.O.CON CUR ----- -- -- T.O.CONC CURB- --- ^. -- T'- _ _ _ _ -__-- - V35'd 1/4" cassa ____-__-_ ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN V T- 35�„ 35'-811 - - -ALASKAN YELLOW CEDAR PERFECTS WI FULLY BODY r Ir35, '('�• 1`1"'Y`�' '`Y Y Y`('t•� rz`Y,..•I,t. t-cRnOe:xa ralf' STAIN 5"EXPOSURE N _ - 35'-0 1 p e � -HENRY"BLUESKIN-VP HOUSE WRAP OR EO. ..:' .. ...•...•.,.•:- __ .-. -.-.-.-.-. .-.-.-.-.-.-.-.-. .-.-._.-.-- -12"PLYWOOD SHEATHING(SEE STRUCTURAL DWGS - ,m ,r•,.�..,m.,'.., 74 21- FOR SHEAR WALL LOCATIONS BCONDITIONS) - �- ,^ •- ,:' " - r II Z .2X72 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) ,a e e A 1 t 1 AAA 1 AA i `••I CLOSED CELL SPRAY FOAM INSULATION(R-20) W -INTERIOR WALL FINISH.SEE SCHEDULES j 2A Q 2D WALL ASSEMBLY-EXTEWORCONDIIIONED e e IAA I I �I •ALASKAN YELLOW CEDAR TRIM W/FULL BODY STAIN I N -ALASKAN YELLOW CEDAR PERFECTS WI FULLY BODY Mechanical v STAINS"EXPOSURE B.O.FOOTING _-- 1 A I ® 1 W-'HENRY X OSU IN-VP HOUSE WRAP OR E0. O -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.- 7 1 I -1rr PLYWOOD SHEATHING(SEE STRUCTURAL DWGS i 3A FOR SHEAR WALL LOCATIONS 8 CONDITIONS) M.I -2X6 EXT.WALL FRAMING(SEE STRUCTURAL DWGS) •CLOSEDCELLSPRAY FOAM INSULATION(R•20) AAA 1 INTERIOR WALL FINISH,SEE SCHEDULES (� I I ASSEMBLY NOTES-FLOOR B.O.FOOTIN : FFE BA EMENT:25'-21Id' 7 Lam_ _ .-. 3A FLOORASSEMBLY-LOWER LEVEL CONC.SLAB `'23'-71/4' 4 I _ _ I- , -4"MIN CO NCRETE SLAB(SEE STRUCTURAL DRAWINGS) �Q�D.____ "" •'+' T. . ..:..,..:...:.'.. ..... .. .... ...'..,_. .... ... -2"RIGID INSULATION CONTINUOUS BELOWSLAB v24•-11S 1I4- ___________ _ J (R-15 CONTINUOUS) -6 MIL POLY VAPOR BARRIER -GRAVEL BED(SEE STRUCTURAL DRAWINGS) ID 3B FLOOR ASSEMBLY•tat FLOOR ENG.FLOOR JOISTS V, -314"FINISH WOOD FLOORING -314"PLYWOOD SUBFLOOR GLUED+NAILED SCALE: -14"AJS 20 a 16.OC.(SEE STRUCTURAL DRAWINGS) -SOUNDATTENUATION/INSULATION DRAWN: CRM -12'VENEER PLATERS CEILING FINISH Building Cross Section-2 Car Garage/Bedroom 3 t�2 Building Cross Section-Mudroom Link A2t6 Scale:l2-=1'-0" A2te Scale:12-V-13" APPROVED: 3C FLOOR ASSEMBLY-Ind FLOOR ENG FLOOR JOISTS DATE: 96PT.1y,1atT -3/4"FINISH WOOD FLOORING -314"PLYWOOD SUBFLOOR GLUED+NAILED 14'-SO 90 ' TITLE: -SOUNN D ATTENUATION 16"OC.ISEE STRUCTURAL DRAWINGS)/INSULATION BUILDING CROSS -1 r VENEER PLATERS CEILING FINISH SECTION FLOOR ASSEMBLY•2nd FLOOR ENG.FLOOR JOISTS -314.FINISH WOOD FLOORING SHEET: -3/4"PLYWOOD SUBFLOOR CLUED+NAILED •IS.BCI 90 AA 16"OC.(SEE STRUCTURAL DRAWINGS) -SOUND ATTENUATION I INSULATION A-21 1 6 -12-VENEER PLATERS CEILING FINISH 9lf5R01)3:rJ:01 PM RIB Jafan lQeM1M - 6�Z f�r Ir�i ir�! r.,v Q m r r vrl o ---- ----- ---- -J --- s q 1 IIIIii-.'..tAIIIIII r�_ ----- ---------- ------- ----- - _ _ __ _' '_'__ '_____ J I - w — r _ _ ______ _ 1 1 I I 1 1 I - 1 _ l r__ ____________ ----- I L_•__ ________J L__ I I I IIII�I�IIII��III/��� 1 I I I I I I I I I --------------------- I I E I I 1 1 1 I � I I L_____________ J I I I rJ-__________ I i { i i® i®'-�I i"��i -1-� � ' 1 �_ ___1 I ________________ __ __ - _ --�- J l I-J L__J I I r___________ J L i � i _ ____________________-_ J_______ I -11 __ I , I I I I I L_I_J I 11 v ° w I ° I I 1 ---------------------- IL I I `-------, r, I I I II 1 li - 1 1 I 11 1 �zp� II I A m I I l l 1 L z> LJ ; r------------ I I I I I 1 I I 1 I I I 1 I I I 6 , I I I 1 1 1 I I I Y I I q Y a I I I I L5 I I 55 I I _ ___ I ___J I L_________ --------- I , I --L 1 r----- r7 zz------------I I - 1 I I I 1 I 1 I I I 1� � I I I 1� �S�& 1 ------ --------------------------- I I ---- I �1 I I 1 3 1 Il I --------- ---------- Ni I j a q � w I 1 , . ____________ _ __ ___ _ i r_____ J 1 � I €I 1 s Apc g��F s.n• r.! � rs r.r a-s !.i s•.o. r.o � r.s gR"g A w` o z� � R g'•b Z ^� E E' �� a '�+$�rA'3' O 1•*� o al�< ° r . 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S 71'2'217 E' / .. and Land Surveyors ;00'', �•-' A-5.79' A2 _ 78 North Street- 3rd Floor •j/ �� l ' .r' R�ta0000'y, -�_ Hyannis, Massachusetts 02601 /' v A M-' / uo a RI?e OF Y — — GENERAL NOTES �T N/F,EANNE$U.v utxDcuE;ntI15TEE ,i Phone- (508) 771-7502 "-'i -�-' ,TIE SUWVAN FAMILY CD T REALTY1gU 9T-,sa4 I' { G - I.illE YTFNI Of 1H5 RJW 6 70 OEYIL OCBTBO SITE COIDDON6 AT 91 alNr FORT DRIVE tope AREA B fax- (508) 771-7822 +r DLtb eoaK 1os10 PACE 25 U, �P,p�O��.6nAAvvv'0;/i ,rl: f PARCEL mr-Ot7 ;b u• �41 w ,*\S'�p,GF• ^ 1 �OF. www.baxter-nyecom +�•'��� I4• OPIIEAN ,~- , PROIDMATE - �\ F.0•� / \ ) RECORDS I/ 111 LINE 1 UNDERGRdMD G 2 PER CURRENT ASSESSORS AREA . 1//F.'`�,LOCAndlS SEMNM DEEEH TERM IUE TRUST I4'--Y LY YAPPING /4 ` ••�' UNDERGROUND DEN BOON:I®7T PAGE 27 ELEC1\ LOCATIONS / \ PLAN,90DSOCK2B0 PAGE 38 FROM INRECORD PLAN,FTc Emn m EwE• �' •�„�' yy ( ?� mou dG-SAFE ca 39770-E \A N w• 1 ' ��i?17 1^�tl,-_'' ` I( \1 \'` dO$, MAMaN I \ - ASSEMR'S WP 0.T1 F T O • y ' j,/ t,.- z r.^ y'•f 8'f _'f , , j PARCEL ae ' 1n ' 7 ' `A � �1 \ a R OJIXT EENCRUNK As SHOWN ON N6 RAN , A. tN OF w�' ZONING DEFORMATION, :R ,'; it, _- - ! I f• GfE� ZONING DISTRCURRENT MINIMUM ICTNING s: j .N ,.m' - V. .•.1✓ `. t4 S C \\ AREA AR -R7,f2DSF QyO q7\mil YN LOT FRONTAGE-150' trvu tb. T �6 • '` r >` f 'r B �?.,d�e�) \ FRONT YAEm-](Y SEE!REAR YARD-15/IS' tb.93183 \ NDERatouNO \ O•EIUY psTRICM EBDD.SALTWATER ESnwtr ZONE OF CW7FBUna+,DOCK Em. $%FF°�cTeaS'r Y4D�"1 Tad+ t WON END 1 \-/ G \ 1` \L 1 GAS LINE LOCATIONS •ONAL ' BUN 1�1//,-FFROM dG-SAFE l 7� I. MM \ 5. A TIRE SEARCH HAS NOT SEEN PDRDRIED FOR TIES YET.THERE MAY J ti , •-�. \: �\y" x y 1 BE alms BY orEOa.EAseMoa.rAKwuS�LBRrdLs.alm OF WAYS 4 G h • IN 1�J i ,•, `/ } a FT N/F MAIN J.SCNLLSNGER.TRUSTEE \ ETC NOT DEPICTED.f DETmMI®TO BE NECESSARY.A iTTIE SEARCI C N S U L N T J� �9• �,�A 1 • EVDiGREETN BB REALTY TRUST SHAL BE PDMRIED BY OTHERS NO SUPPLIED ED BITTER NYE §'AS '✓�i9. 'I\ �'/ VTR�01�D , -.1'� I /-�" aR1fICATE,92as2 FMWG a SLRVOTIG. n TAM ` I.-✓.y PARCEL 03hOB7 C� I I.. \ O. THE PROPERTY IILf RCO SISTDN SNOW 6 ALSFD ON CULBDT STING rIL N/F JOIW R.k PAMEU C.ECAN,.TRUSTEES ` / f OOTUIT REALTY TRUST "L _ "',. MARKINGS a�.� K i I/:�. DEDPoIAIIJN C8l5lSIPEG OF PLANS ND CFDS THE f)BSTEY.FEIDNRS YDNN CERTIFICAn:15D831 so NCe/DH ' U r;'.." \ HEREON WERE ORGANIC FROM AN TAN THE GROUND FEN SURVEY P060M D BY PARCEL 03h011A M1 '�I y 1 ` ' 1 ']tW"�.L o[.-a�'w Wwr1 \ EMnER NYE EAIETIIEG a YM1L1/NG ON JWIWO 5,R 14 2017. / UTIL��„ •J16 UNDEgGROU y/ I 1� 7. COMMUNITY PANEL"BIR, 250001 GM J,EFFECTVE ALLY 1R 2014 / POD �•T•: -- - ,LOAW UNE FROM �ITip \ � � TIE�B I RUE MAP BEIM THIS AREA As ZONE tf(ELM)d' DIG-SAPS YMKMGS,� � �({��/�Y'/.`4\ ,,�' ♦ _ � g1�V�;j'•�Fl. �%E% CONSULTANT (\,7E%ISTWG A�.I a ♦- -- - POST eL RAIL FENCE y?�'1; � '` t1 6�\AO•�'tQj � e ��`\' 'SEPTIC PER MISS CISaA4N As Ef 01/27/?On: (TEMP.) or1, V*.y 'rmAJ\'�vi3 �d ,�a ea,v \ \ SUE DOES NOT APPEAR TO BE MT/N AN ACEC(ARIA OF CRITICAL EVAaOfNFAI COMLMI • ' �� \ � �•' �'� �1/.g `��\'j r'1\� `�. / ,.�i� \ �OU10 PIN DOES NOT�%6lOUm WITATS OF RNEOF�FATED wwRI EE%WEMELV�PROTECTI�ON �' 1 _ 4A'3 AT. I Ys1,'/.1• ,y[T6 P i ♦•te�� ,V• •' / \ ACT REGULATORS(310 CAR 10).- N/F'AIAN J.SCHIEYNGERSITE,IRUS,EE �� - PREPARED FOR: I � ro �A�� � � � � Beech Tree Lane,LLC EVERGREEN B9 REALTY TRUST / �,. /... 'P' 1 r NIESP CERTInCATE 192a52 ' I PARCEL os.-a5-om •- •�x ,a 'y W�-�• _-`1 G `•• q. gtTd- TixrEED tETMx Pali' ! +�/pe u- r{,.{t /� ,� '�'\Gj V �B �''S��.• \ SRE W6 10 APPEAR ro LE YTIN A ROpBY WNW As HAMM ON MASS IRS 01M PER M ES9 vRom 23 Executive Drive \ HOBBIES OF PATE SPECIES'MR SPECIES THE ILSSACIMM MEIGEIED SPECIES ACT,REGULATICl3 ' \; s r J / \ (321 CM ID) Hudson,NH. 03051 -T31 ' Ilk CB/OH FIND,Y O �',sue() VR �3/' 8, SUE G06 NOT APPEAR TD BE iTIN A STATE APPROO ZONE E GROUNDWATER RECHARGE PR TWIOH AREA /�•..�1� / 'R�Ip y O A.f _ � �r .j __ �IFARS APP TO BE WENN A ZONE OF CONTRIBUTION TO A SALTYNTER E57UWY"ISTAB E B.O.H.REG. i 9. pg_ ""J•,(A J ,,'. r�/,' !`/�/ +' THE CONTRACTOR DEAL CONTACT OD SAFE UT 1-89-00-SUE)ADO UULTV•COMPANIES TO LOCATE THE 5 I �y�,-O \N -\�, / L. LOCATION OF ALL EOSINS UTETES.AT LEAST 72 HOURS PRIOR TO THE SWTT OF CONSTRICTION. D057NG PROJECT TITLE ~ /O• �,( - !- - I ! UNDERGROUND IMSIRKIIIIE UMES OCGNIS NO LEAS ARE YDWN N AN APPROOW1E NAY ONLY,KAY tr-F. Y� '''• P ��' NOT BE LAM TO HOVE 9DNN HIM AND HAW BEEN RESEARCID BASED ON THE AY,WBIE URFIY JV° - - " ,/a'° i r: - : L. RECOMD6 NOTED EEREON THE CONTRACTOR AGREES To BE RUT RESPONSIELf FOR ANY AND ALL DAMAGES - - - Carol _ ro i / /'--�'" �'�/ '�/ INICH MIGHT BE OCCASIONED BY THE CCTRAC='S FAILURE m E N LOCATE SARA57aKTUED A (TaU E �S 91;Bluff,Point Drive .•k -.A/ 20 'xy:�- EXACTLY.IF FIELD CONDITIONS OFFER FROM RAN NFGaM1OR THE CmRYTDER YWL NOTIFY THE DOW `` % ;'�/.-' •"a'''```• !' (4 r% l IMEEMMY FOR POSSIBLE RONSON. Cotuit,'MA-% t.• _ -��/• -i _ YRM EN Y RIDOW FROM PING EN ®N S COMBINED WIN OBSEEM EVIDENCE OF UTILITIES TO DEVELOP A - - 5g7a .1b, J� /' VIEW OF THOSE UOE IM C D UUM IDNE4F1i LACKING E ZAWIOK THE DAC7 LOCATION M U Cal""1ED � S . MUM CANNOT BE ACC E ATUY,COMPLETELY NO RELAULY DEPICTED. WERE A DTIONL.OR NICE BELOW INFURIATION�!�`, - -,\ ♦SINFURIATIONISN REQIEA TIE CENT ISAMISID THAT DONATION MAY BE NECESSARY 1 t/(\• / /t �.. \ Y -- - APPROXIMATE AT BMARD OOF WALIK LmING SEPTIC SYSTEM Escawnax OBTAINED FROM SEPTIC SYSTEM PIIEET DATED I979 ON FEE I J - . r _\,\\•\ ' ' ` b :/ APPaIOENTE GAS SERVICE SHOWN ON PAN PER NATIONAL GRD YAPPING AMC FEN LOCATED GAS METER J ti._ , U` �\� T # ♦ x•JD ' 10. Mf.1N IIGx WATER ESTAaTY®BY TOIL FLOOD PROFEFS-IMP ENCAIO Ca1571AE PREPARE])BY HYDRAULICS Q EATER QUALITY SECION NEW ENGUI D MASYN,U.S.ARMY I �10 YYC E A D- ,�♦ f� 1 CORPS OF EN(IEExs,PLATES C-ZZ C-21,SEPTE BER 1S& /' • / :�. TOTAL SMm3t S.F. •,to\\ . Ce FIND � PLAN SHEET INDEX aq + c: IV No. DRAWING TITLE L J �lw ` O BY DATE I DESCRIPTION C 1.0 Existing Conditions Plan SHEET TITLE r yF a7 C 3.0 Grading and Drainage Plan s,. J y Existing Conditions I C 3.1 Drainage Details and Notes od` Plan p y. '� C 3.2 Drainage Details s � b•B' C 4.0 Septic System and Utility Plan T C 4.1 Septic System Design Profile&Details SHEET NO c 0 ) d a DATE:SEPTEMBER 21,2017 21 30 0 30 60 i' SCALE IN FEET F• SCALE:1-=30' ' DRAWN BY:OF CHECKED BY: MIFE ES JOB NO: 1D11-QSI FILE: ZOII-052E t:{. - �• �.- r, .. -1-.-. _-V ....•.,-ar--^ ..r�r---•r--.••. ...-..-.---�" y �._�,�,✓-1.. ..� +y.. a-..L..+y.�•! � T.' „ �!'•'-"Sa..._y.r�.F,. "'WrS;�...� ..- a• '•1 a n-• f•o e. -.a BAXTER NYE \(i1':l-FItING S SLR\'I)'I\(i BAXTER NYE ENGINEERING & ' - - - - --_���- - -- / SURVEYING BLUFF POINT DRIVE — ————— — — ® ® ®@ .` Registered Professional Engineers a•�[-- —'•�`•.n u /'- 1 ' rt- and Land Surveyors 14 - _ _ _ -— - _T ,1"I. _T r C�. \'.\ �. 4 T- 78 North Street- 3rd Floor 'j({- -!• : .l /dt' d` ;�Y Hyannis,Massachusetts 02601 V. �I J\ Phone_ _ CC I O�1� 7502 y/ \ Fox- (508)771-7622 4—' \ / I ' `� \ \ www.buxter-nye.com NOD CON U OF WORK FC�vaN ,SIP Ole,p+�a� ti '// I J \. \c t I Jam` / \S- �T\0, AND�a11GAaaN PLANTING 1 1 I I M P Z• SEE LANDSCAPE S 7' 4 , A,{„+ 1 EAVYwi AREA f \ / 'CG �4� �'PLANS SURFACE / h (,rJ ' \ �� r ti Y ` � TT �•\. \ N� I 1 ♦ / PaoPosm ♦ �, dt �F f r IN0115 f DYillDla � o � -_.f• \ x1E 5�P' STAMP STAMP 1 � �� , /2, •?J �/ a �\ '� �pP ;navys�, P c }`7/ �(yv/�1 '^ c,1� 1 v� i .F �^ i`�,,, 11 .1.� e.' \\\ 4`' `,�f � ' � 3��Py��s 30� \ .'_ �a��t\•0 / .$04Q,BT Pso n (���w •a-1 I� j FA4]IFNT 839kPE S U L N T ou RINSE I \ O SEE LANDSCAPE PIJJlS BY /v \ \ U CONSULTANT \ t\ 'PROPOSED OTHERS FOR UY UT OF - \ SHED OUiTDOO rl Rwer�Mlw+Awc ru�is.aEaK a ` ^• \ 1r TO BE REMOVED SEE LANDSCAPE I t � / ARCH)OINERS FOR Y \ l �J7� r SURFACL.YAIEMNS �'4� j \ A �•:... mil,( �� / `` i AND DETAILS. is 1L\•�'-\ 1 K 76'Es. -\ /, �� `� '�� \ y \ \-� - q t =\ f ``k PREPARED FOR: L \\ Beech Tree Lane,LLC O BOAT T0T � a� \� 23 Executive Drive / \ TRD1O fD \ ''�: �,\ Hudson,NH. 03051 Qs A, �// ti pp,, •'�.dJ. EXIST� PATH T STEPS A Yv1� I✓ '� \ "E'�L�r \..r�• PATH Rl REMAIN fy INFORMAVON OFF PROPERTY\ .� rs moM as amY \ '\ f, PROJECT TITLE fpasT & Rat FEnEE 4. NOTES 91 Bluff Point Drive 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS,TOWN ORDINANCES, Cotult,MA / REQUIREMENTS,AND SPECIFICATIONS. 0¢yc Jeer" 2. URTE ANT ITEMS ALL EXISTING STRUCTURES,FOUNDATIONS,CONCRETE PROS, FENCES AND APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE,SALVAGE OR RESET. 3. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING.OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO `l REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE \ SITN S DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING bff1E J` GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING / ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE WITH AN APPROXIMATE 1.5%GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. `«\ 4. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABLE. t O BY DATE DESCRIPTION � SHEET TITLE ABBREVIATIONS wc BonDN GBH Layout and DOS wrlaw of SUVE Dimensions Plan 1' BON GOT W OF NNL IT FN9Rp ROOT DflAIMIN SHEET NO OB No"ORC BEN! C2,0 W NGN POOH • LP LOWPOIR p Mc TOP OF CURB DATE:SEPTEMBER 21, 201 Tow TOP or NALL 20 0 20 4O fj SCALE IN FEET CHECE ^X SCALE: 1�m20' :i JRAWN OB NO BTOI{-0.ST FIL E:xTOIh052[P kl BAXTER NYE I BAXTER NYE ENGINEERING & ROOF/- I-PR- n 1TPRE-CASTH-20 EIGHT UBASINS: SURVEYING ' ,_ j MT 8'STORAGE HEIGHT - - - J YATN z1.0 FT O STONE AT W15AE..PEAIMFT7ER RW-3{.O B•Opp ROOF TOP SLAB a lB STRUCTURE-310(8'STOR HT.+B•-'/ \ r / DRAW 06-11L TYP SLAB BOTTOM TOPF-TYPE) PRE-cAsr le-ze.aT Registered Professional Engineers _ _ Boreal OF STONE EL-25.83 and Land Surveyors SEE DETAIL 111-8 i I BLUFF PORN? DRIVE �N JN�/i I;5`.�a24�a 78 North Street- 3rd Floor ,- ��. � � - • f \Tl.PS ��N6 � �' \ Hyannis, Massachusetts 02601 _ J - r PROVIDE nac - �.1-- YwP�C� / �9• �+^.® \ Phone-(508) 771-7502 PROTECTION a / Fax (508)771-7622 / (SEE OLTNL / OVA.Y NV.-3 ®/ 10 f. (SEE T,P.) 4 �J - Y SEE LANDSCAPE PLANS BY 0 �p www.b0%ter-D)e.CORI e r'OTHERS FOR ADDITIONAL . CBn f_.. GRADING INFORMATION / NV.-31.0 8.OPP ROOF GRAIN CS-IX 2-PRE-CAST H-20 LEACHING BASKS I I 11 / 1 t 6'A V STORAGE HEIGHT - �. 11t) • WYK .a FT.OF STONE AT OUTSIDE PERIMETER -RN AT TRAIT INLET .MY I : ' NV.-32.21 / TOP OF SUB OF LH STRUCTURE.9.92(1'STOR HT.+B• ,I I. 1 °v,•. .. 1 a� ROO lH B] I SLAB TOP-TIN.) ] AREA DRAINS SEE I-PRE-CAST H-20 LEACNING BASINS BOTIDM PRE-CAST LB-5.25 I „� ,N.ANOSCAPE ARO/1TECT BOTTOM OF STONE EL v NTH z 6'STODGE HEIGHT A SEE DETAIL 11-A I.. \ _ \`;` 1 NTN 1.0 R OF STONE AT W1510E PERIMETER. PLANS FOR DETAILS N NV.-31.0 TO O 3{.0 1 1 i 1 TOP O OF lB STRUCTURE+33.0(6'STOR HT.+8• SLAB® \ AB TOP- IMP.) BOTTOM 6 PRE-CAST LB-28.33 1 ' / BOTTaH OF STONE 0-25.83 - AMP STAMP SFE DETAIL n-error I.OX SEE PLANS By . EASEMENT AREA \ \ .y� �^O B•CPP DRAIN PIPE AT MNTH r ],1MNU S.F. NV.-3209 '( ' "J Qr�' �LAIIDSCAPE CHITECTEan Y m 1 0 _ gay Pd FOR AR S SHOWN TD BY UNDER DECKDRAINAGE 11 I4{71B.T 1 \ O PULAUDIN E ARCHITECT 2--PRE-CAST H-20 LEACHING BASKSASNS +¢•` V.-31.0 �® 8'ID 6'STORAGE N E AT. 11 Y (,1M NTH-3 FT OF STONE AT OUTSIDE PERIMETER 4 \ ) AREA GRAINS SEE \ . •... / .RIM O 3SL ( LANDSCAPE ARCWTECT V.-2a.0 PLANS FOR GET NV.�]Q0 E/ ® SL Bad 1B STRVCNRE-28:5(8'S7k1it MT+8• CONSUL A N T / BOTTOM OF PRE-CAST LB-2263 7TOY OF STONE EL-23. OU F�e SLOPE7 • - SEE DETAIL nt1-C CONSULTANT PROVIDE INLET ) Pp,•: , f S- S4. PROTECTION ROOF GRAN p-;�`^Eo� (SEE DETAIL _t, -5.{ - " 1 1928 IMP.) ,. . _ { ' 45 Lf 6"SCN 10 PVC. DRAIN PIPE FROM POOL , d u PUP ROOM 05-1C11021T ,-PRE-CAST H-20 LEAO4ING BASKS iI •' \ r G'ID z 6'STORAGE HEIGHT 2 „ POOL DRAW DOWN / - LC NTH 20 FT OF STONE AT OUTSIDE PERIMETER- , - .. - RIM AT GRATE IN -24,0' O-^^���. •. \.. v LEACHING PIT FOR PREPARED FOR• TOPOF SUB OF US STRUCTURE--23.0(6'Sf01t HTt+B_ !�\ ROOF R - \ �T X p •. } I-PRE CAST N 20 1EAOIMG BASINS p.\• 23 Executive D e L •SAB Top-m) SID z 6'STORAGE NEWT .:1 ' Lane, eor>nu-aF,ws cesr s-18.33 •r \ Hudson, H. 3051 SO Do STONE PRE -1 • ° ' NTH 1.0 FT OF STONE AT OUTSIDE PERYE7FR � `S -\' i H 0 ` RN-2].50 .. F� SEE OETNL I,t I=' Jt\q�Po \ .:, �. f TO'OF SLAB O,LB STRUCTURE-26.5(6'STOR HT.+B'• \\ N��/ - SUB TOP TYPJ A " n ,q BOTTOM OF PRECAST LB-19.83 „ • __ \ �� il n SEE DM OF STOW LL-19.33 - - ' SEE DETAIL n1,-0 INrORIJATIa,oFFPROPERTY - / .. GRADING AND DRAINAGE NOTES PROJECT T I T L E IS FROM as ONLY �' U RICE \ i UNIT O WORK y, > 1.THE PROJECT ELEVATIONS ARE BASED ON THE MAMDBB VERnc&DATUM. .• a' 2 DEBRIS.STUMPS.EXCESS,AND UNSUITABLE MATERIALS FROM THE CLEARING G UOIOLMON OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR Point Drive.-: " ..-. •, .. - rT ��. \• 3.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND 18E UMHT O'WORK. C it OtU MA l DISIURem AREAS SHALL BE TREATED NTH WATER DURING EXCAVATION.OR APPROVED ALTERNATIVE 1Bluff /. TO CONTROL THE DUST _ . -- \ •\ q S THE SHE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION,BAOIRLL AND COMPACTIONTRACTOR TO REEFER 1D STE ELECTRICAL. RTHEIC FINISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BEARDING STRUCTURES.PAVING, �- � J,t\ •\ � $IORbIWATER MANAGEMENT AND ALL UTILITIES(INTERIOR AND EXIEI6OR}STE CONTRACTOR TO REFER TO STE ELECTRICAL REP AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND DETAIL �- PAVU0.PAVING EDGES SHALL BE SAW SCUTUBBASE TO CREATE A WITH SUITABLE EDGE WHERE COMPACTED S TO BE 11ED PPA NEW PAVING.OR 1VIERE REIN. T 5 REYWED ADIA HO TO ASPHALT WINCH S TO REMAIN. ONLYN TH U EXACT E PAWCUT 9ALL BE TEYONED AMA HE CO E REPLACED CORN SLAKE ROPEK END TO PER PAVEMENT SECTION S. P POSE.ANT LT SM ONES ROE ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE IOF S �\ •\ J SAWCUT SMALL BE GETFAYINED 8Y 1!E CONTRACTOR N 11E FIELD TO PL30PERLY BLEND TO 711E SURROUNDINGWITH GRADES. PROPOSED ASPHALT UNLESS SS PROPERLY BUTTED AHD THE TO SURROUNDING MUPT WHICH S Y4 TO REMAIN.THE BIFNAED TRA MICR BETWEEN PROPOSED AND EXISTING ASPHALT 94ALL BE ACOOI�USHED WITH AN APPROXIMATE 1.51T GRADE UNLESS OTHERWISE IDENTIFIED.111E JOINT SHALL HOT BE ABRWT. I ` \ i \ .•\�P�G�c�'J� 6.ALL DISTURBED AREAS NOT OTHERNSE TREATED 94ALL BE STABILIZED NTN C LOAM,SEED,n MULOH. THE CONTRACTOR SHALL HE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS SEEM PERMANENTLY ESTABLISHED. SLOPES N EXCESS OF 30 AND AREAS THAT SHOW SIGNS OF EROSION IRON CONCENTRATED FLOWS SMALL BE FURTHER STABILIZED NM EROSION CONTROL BLANKETS(ECB)OF CURLEX DOUBLE NET-OIRLEX O.98 BY AMERICA!EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE RES DMSBR1TY OF THE CONTRACTOR TO PROVIDE REOUNED EGO'S AND PROPERLY STABILIZE ALL AREAS OF THE SITE • \ \ C ANY USE OF WOOD MULCH SHALL BE KEPT A MINWUM OF 2D"OFF ALL BUILDING FACES \ \ I Ry 7.ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIOIED AND INSTALLED FOR H-20 LOADING. SEEING OF CATCH BASINS AND MANHOLE STRUCTURES SWILL BE ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONFLICTS WITH UNDERGROUND UTILITIES OR DINER STRUCTURES. • \ \ THE GATE OR MANHOLE COVER SMALL ALSO BE ADJUSTED OVIER THE STRUCTURE TO HOT CONFLICT WITH STEP"INSIDE THE STRUCTURE \ 9.A 25'MINIMUM SEPARATION SMALL BE MAINTAINED BETWEEN ALL STORY WATER MANAGEMENT INFILTRATION FAWFES AND SANITARY SEWER/SEPTIC MPOSAL AREAS. 10 FEET MINIMUM SEPARATION SNAIL BE MAINTAINED �\ BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC LINES.MANHOLES AND TANKS. 9.CONTRACTOR TO VEIN%IN FIELD.WM ENGINEER PRESENT.SOIL INRUATION ATE AND GROUNDWATER ELEVATION PRIOR TO oRoERNG OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION(ASSUMED IL27 INCHES/HR. RRYTATION ATE).ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO TINS OCWRR9EG IS AT THE CONTRACTORS OWN RISK. O BY DATE DESCRIPTION \ UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SMALL BE REMOVED FOR 5 FT AROUND THE LEACHING SYSTEYS/FACRInES AND REPLACED WITH SAND BORROW PER MIND M.1.0{.0 TYPE B. SHEET TITLE 15 \ o 10.OPP-HIGH DENSITY POLYETHYLENE CORRUGATED PPE WITH SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EO AL CPP PPE USE SMALL BE ALLOWED AS NOTED,WITH A DW@IER UP TO AND �/I IIICLUOPM 24•.BACK FOUND CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND WECML CAE MUST BE EXERCISED(SEE ADS PRODUCT NOTE 3.115)• Grading and Drainage ABBREVIATIONS 11.ALL PPE INSTALLATIONS SMALL FOLLOW PRO=SPECIFICATIOIIS AEA PIPE MANUFACTURER REDO MENDATI°N5. 1. HDe WTRW OF CURD 12.ALL GRADING WORK SMALL BE DONE IN A WOMDA44OT MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE MY PUDDLING OR PONDIND WHERE NOT OTHERWISE NOTED OR DEFINED W THE PUN,ALL Plan CHIT AND FILL SMALL BE GLOVED TO DAYUGM AT EXISTING GRADE WITH A 3.1 SIDPE am BOTTOM O STAR THE CONTRACTOR SWAL.NOTIFY THE ENGINEER WITH ANY GRADE 1591ES OR OUEM OR SNS PRIOR TO PFRFOODNG THE FINISH GRADING WORK. SHEET NO Saw BOTTOM OF WAIL THE S1TN6HWA71]R YANACEYENT FACILIIES 91N1 eE PROTECTED TROY 9DIM0]TT AND 3TAROH AT ALL 711NE5.JUST PRNR TOCOMPLETION.THE STE SUBCONTRACTOR STALL PERFORM A FINAL INSPECTION AND CLEANING OF IT FIRM R El TIOOT EW110N _AND ML RFPARSw91AL BE MADE AS NECETSARY TO TTISFACTI�ONA O'RITE ENT9/mR PRIOR PLAONGAFINAL FTOPSOL NULGI.VEGETATION.SEEDING.ETC, SHAPEDTO FINAL CONTOURS AND EIEVA710N PER THE PUNS. C3.0 ® TRICE BREW HP HIGH PONTI{.ANY DEWATERING OPERATION WHEN RECURRED AS PART OF THE CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERNG OCCURS THROUGH A PROPER DEWATERING ASH(STONE.FILTER FABRIC AND HAMMES OR OTHER DATE:SEPTEMBER 21, 2017 ACCEPTABLE MEANS)PRIOR TO DISCHARGE FROM THE SITE LP LOW PONT 20 0 20 40 - me TOP O ORB row TIP OF Au SCALE IN FEET S C A L E: 1•-20' 0RAWN BY:O CHECKED BY: SAW J O 0 N O:Z011-O52 F 1 L 0: 201E-OT2 Sp YE DRAINAGE SPECIFICATIONS ALL�SOUL E CEpEAR M CROSS SECTION. CONSTRUCTION SEQUENCE �� A � R V ALL WIElEA15 AND w SMALL BE N ACCORDANCE V I N THE YASSDOT/NA5S0QHYAY STANDARD SPED BQNS FOR wm.AYS AND BwWES[Wmss STEDnc ON-Sn soa I^i I !F R I\t i l� ti l 1 R V I Y I\(i 9ECPiCAnONS E A DEOTEOOILGL REmR WAS RAFOw®•IUD NNE PUNS HFAERI. PLOTS CpffUC15 OF NFT1RYAl10N E1Osl.T1F YORE RF311tle11YE,APPLY. ALL P11L1',MVI MI^A°'e fP.v'1 Hof_ 1.NSTALL%T Tm11A10/NAY BALE:TO ESTABU91 THE UNIT Or 11Owf AS S1101N ON RNI. _ RE}TTSNLES TO ASTY AND AASNTO SPEm T10N5 AI-T TO THE POST RECENT LROSION. NL O ME iGLgWC OmwA SHALL APRY FOR PQ.YwIri OILmM(PVC)I:PC 2 CONSTRUCT IEYPONART WNSIRUCDON ENTRANCES AT P0D15 O'EGRESS fRON 111E 91E OIIHNCBE CONSTw1CTION. N�WUEFA AS N®tD. 1lON EIP I.YAIDGALS-PVC POE NU PVP LL BE I,m BIT To -,mT pYC-'=CONRDRI -,m OR.ASIY D-m". .n a HWDWNAnGH wm 1 GsaAaGcS PROP OERATEaNC O ExCAVA,101i5 91ML NOT BE OVFRTID WRCRY INTO ANY NCRAID±m EAl51NG STORY dLVNS w1N0UT PRETRLAIYENT wA SETRINC BASINS BARTER NYE aw pRFOY1ATION AND mAmNC 2 JoINTS AND CGNNoC CANS To ANTI-SQP oouL SINE BE ONIPLLID.Y wA1E1TONT. 1.MSTALL HAY BRIE OEIX DAYS AIAKo CENTER O SWALES AT 100'O.C.AS IEtx55ARY. AREAS DESIGNATED fOR BORROw AREAS,DmARAE UCRPAL NT.AND SIR IIENKS SHALL Eli CLEARED. IX11®ED AND SlTPPm Or TOPSOa. ALL TREES.VEGETATION.ROOTS AND 1 BEm-THE PDE SINE M fmOY AND INIFDRYLr Rameo`NNG"G`T NS EYl� �ABLrMEmA SAC%5 OTNDt a�M�AND DM UNIT DM SITE mE T M wdDt ENGINEERING & onER OBJECTIONABLE Y ATEwK�SNML.GE REYBANKSD. CNANNEL BANKS AND SURF GHUKs 91ALL K SURD)To No sTEEPOt THAN 1:1. UNSTAmE SOIL IS ENCOUNERED,ML SUCH NATURAL SHALL BE REND AND REPUGD ADEPIATE NPOIT.AREAS TD E GOMIED BY THE ITEnTR,YTNm AREA,BASH OR RESERv R WILL E G RES EARED 0-ALL T .M091,LAGS FENCES. NDRSI AND O,NER o"CT1m E LA ABLTERIK 6 CONSTRUCT ORANAE iAL811ES SURVEYING YAMAGGNmr PQOS O' m-FRONT R YUDBY MDLUS AROWm MIN ET SIRUCIIDEWSNNL CIEMED.LLNG tli BIRLISIN AND�SHALL BE L GEARED Gw1BBlD yATpDAL gINLSTYwO�A Or ..BAWWIC I SHALL CGlftlry TO'SO01CRliE BAOE41'. ].LSTA0191 RGIOI GL6 GRADES FOR ORIVEwAY AND SITE PEflfONY SITE CG15DN1CBG1. W19DE AND BELOW ME WITS O ra DAY.BASH AND RESLPYGR AS I1,RECTEO BY ra aNNER m ws IEPPL•E11TA11YECARE BE-m Q eniC QNCTRI _ S NSTNL BASE COURSE PAYNO AS SOON AS PRACDCN. n1E CONTRACTOR 9,ALL'ENSIRE ALL SIN AREAS PLOW ARE DESIGNED TOR DRTLT GGN SINE NAVE-DTSHNG INfaTRATABLE S R OIL CODI IGNS UNCHANGED T ra ALL BON ON 1ERYANENT STRUCTURES SINE BE CAJaED art N NEWS CAE PROP WATER ME CONTRACTOR SMALL CONSTRUCT AND D.INSPECT AND YANTAN EROSION CONTROL YE/SWES Ai'IEn RAINFALL EVEH15 AND A YODIW O ONCE PER WEOL. No"SPEOnED EIEYAIIWS FOR THE SrOYT1ATFA YARAENENT FACUV. ME NRLTRATABLE LATER BEJDN TIE DESIGN ELEVATION 91ALL NOT BE VIED.ALTERED ON ArRxTED YANTAM A.TG6YNARY BOOM LEVEES,CUTER DAYS GRAWADE INANmS A,m SDEAY gVER9oN5 rEILSSARr ro PROTECT ra AREAS ro TROTH COmTWKTON IN ANY WAY. DIM BASIN i001PWNR5 tIOTfo1NS AND,10N-EYBNROmNT(Hd-0IJI)SOER045,NO UNSIATIRIE OR LL35 iFJMWS YAIDEK SINE BE OE oCg1Pl[D B'f TIE:gMlMmlr WOO6 THE CONTRACTOi SINE Also PTNw91.NSfAu.aI4AATE Arm YAMNN Au NEG551AY IVLOWG la REWYE•�DEFNT ORDUP T GU510N CONTROL DEwO3 As NEEDED.IEDISDiDUTE YATDtlK oYEN STE N MNTORlIANCE wm BMTNYODt 9'ERlUT10N5. Registered Professional Engineers PLACED OVER ra5E UYatS YotlGl COULD AFFER ME DiKnR,AIxN RATE.IILEF51 OnERWY SPEWICNLY DDTMED BY ME t71ONNEQt. E SIMmADE nLL 6 MFEDFD rY1R SLY AND OINFA EAANNCNT REOIILED im HLNOVK O rTFA FRW ra VARIGIS PARTS O PE"WANT r'm YANTARpf TIH EIIfAVAIIOTNS bPL1MllON BORON AND INONI-0mN001dT<NON-O/Y)SDE Sl1YlE AIRAa ra iDl SHAL IICET ME SPECPTGDONK a YID-sslm Y.IAAo TriE a -N AREAS O' FOUNDATION AND OTHER PARTS or DE-FREE PRGI wAlDi A9 REOIPEA OR GOECIm BY ll�ENmRDi FOAL CONSTRUCTI1 EAGN PART 6 and Land Surveyors 9FILTRAlxN 9HA11 NOT E O\flit COIIPACRT: NR11U11fY1 ARRAS SHALL ff Nm1EC1ED TRW EY.GS9YE CONSIRIICION FAUPYdT YOYELm1T AMO'lDomlr/ER090N RUNOT GdH WOOL AFTER NAYNG SERVED G-PLWOSE,NL TEYPGIARr PRDTECG E RUNS SNNL eE REYOYED CR LEYUID Nm GRAOFD TO THE Il.ONCE ALL DRAINAGE SIRUCIUwS ARE NSTAUED.INSTALL%T SACS M ALL NA'SiRUCRMES Nm YMITAN THEY UNTIL PAYELmIT IS M PUCE ND YEQTAt10N IS ESTABLISHED. 50 AS ro PIESERK ra ILEETRAnm OIMACRwsIICS (FDIC FLL DAY EYBAwOm+15 SHML NAPE AN HYPORVIOUS mRR A9 NOTED BELOW AND d LIE Sr DETAILS AND EXTENT REQUIRED ro PREVENT OBSTRUCTION N ARr DEGREE INIATSO,VEA O ME Row 6 WTFR ro ra YILwY m oU11ET wOHES AND 50 N.ED12.ALL QR AND fLL 9DPE5 91KL E tEYPmARaY SIAEl2m rm TOP SOILS ,AND Rao,m PIHFx AS RECORD E CONSTRUCTION ACn-CEASES ON SAID 9DPE4 im A PEHOI OF I♦ So YCIIONS} TION G<RAL RN � M BE PAS4D riN THE P�ANDNTRI�LIE R K O T PRWSMETIE Exf Av BE I AND -M M's M GREATER" NL SAP"91ALL BF.PERYANENnY"ABUGED As NEGRRED uE01TElr uPoN IXNWEDON a NNK NRIAWIG 78 North Street- 3rd Floor IrTN�f DNEEIt_.xT�I+_. FOwmATRM WALL BE ACCOIEUS®N A YAMMER AND ro TIC OfID1T THAT ru YAN*ADN STABILITY or RR EIICAVATED ROPES AND BOTTOIL - H nnis,MasSaCtl use tts 02601 1rIPSOR OR PIANnND YTEPoK EGIILtFD TOR 44WDMG SW m VEGTTATION OtOWM ON ra BASH BotTW AND NON-pIBAMYEMT SDE9.OPE5.SLAW.BE PUGD N pILY A OF REOJERD EEAYATIONS AID-ALAw SATYACIWY PaEOWNILE OF AL CWSTImCT10N OPFAA/10NS OLNNG 111E RMHG IJO IS PRONOE%T Tpf2 FOi T.BASNa/LEMWO BA91S PRORCIIW.PIiLTRA1ON AREAS SHALL BE PROTECTED AT ALL TORS FROM CWSIRUCIION 111NT1t AND SEDODNT d1RNC COIPACINC Of YATFAAL N REGIDiED EK 11045,ra WATER LEnl AT ra L➢GTIONs BEING R6LLD SHALL M YANTAI ED BLOW THE CONSTRUCTION. TWEE(0)INON SINPACE oo,m of LOAN SAND m SANDY WAN TOPSOIL(EEF59VE 70$ SHALL NOT BE PLACED wRRE NFR.TMTIW IS USED} DC TOPSOIL SHALL NOT GOTIOI OF ME EXG-GON AT SUCH LOCATIONS-PLY EOwR GRADING ME WATER ro SRB,S P wlON TKE 1UER BULL E la W WFIE F11aS,OIAWIc AND STABILIZATION OP 91E PIAII MK PANHC CGE6E Phone- (508)771-7502 UNBIT ME NRLTRATIW RATE M ra FACOL TY. ra TD':OIL SHALL DE I1S5 THAN SS CLAY CON11]NT(AND a3x NAIFRLLLS PASSING DIE l+DD SEK}WHEATEn PH 14-83. PUOND. - AND ORGANIC YATTR or BETVQN I.Sx To= IS REACVE BEOYNT FRGN ALL MANAGE STRUCTUES DRAW NANNOHES.PPFS Ai1FA GOOIEDON 6 CONNs1R11GTIm. RENOYE AND REMADE rE 1 DAIS SWALLS,CHECK GANG ETC. Fox- (508) 771-7622 THEE(s)NOES OF NARDM00 YLLAN SHAL BE PlA®AROUND KOIEED SNRuGS AND(ITNER SPEEDED WmSfAPE 1LwNG-C N LC H SULL E PLACID ACROSS ME B01TON SIa STABLIE DISILAB D AREAS O IRO-E'IEIIIpN AREAS E SFCOFED N TRH Pl/JI DETAILS WERE A RAx1NC PUW m SOIEpAE 5 Nor DENTIRID fm mE 5w1 iAOIIETr.11EN ME BUTTON AID 90E ALL BGHroY AREAS SIRE eE mAEn ro m0w0E Paopo mAINAE AND l6T M A SrRRY MNDITIOM. ALL mPd®SUEADES of ra WWW.60%ter-nYe.COm suo ES O SHY BASIS AND BOKIONTION FACILITIES SHAJI E STABL®AND SEEDED AS FO .. EN 8MmNZNT.S RAY.S AND BOIXOr ARM AND BER o 91AA.BE STAONED BY SEFDMG UONG rTR1WDNC AND wKOONG W Ia Cu OR ALL SDNmHT rRW DRAINAGE FACOIMS AND OUTLET STRUCR1REa STABILIE AL SLOPES AS REQUIRED. -BUTTON m B-/TAOtITES SOUL BE SIDED AND STAEJDA rm-Kb EINQAND CONYR VON AND wDDNRE SEED Nor. ACCORDANCE Nm YNDSS OR AS SNOW ON THE ACCWPANHNC ORAr1NGi 17.UPON ESTIDU9BFNT O PERMANENT CRWND WVED AND APPROVK BY ME ENGNEEL REMOVE NAY BALES!%T FENCE. STABWE ALL AREAS WERE IUYBAlES N1RJR RE10YID. ra CONTRACTOR SNALL�RESPDISoLE FOI REPAILINC EROSION.QEAMGR 6 nEJOSON,AID RESIDING AS NEEDED,UNTIL FUL STABILau-IS ER,a9ON ANO SFDNHNi GAINTRRx AOELVID. 1NR SMALL E REQYE➢nmaulN Two m0iI1C SEASONS. cWSTRucnm OrERAlm,ls nLL BE TARRm WT N 9JQH A YAwmt THAT ERE 11 E FO1DIlID.% FE CONTROLLED LED A CUTER AND AR P'DAIIIDI EXCAVATION/RLL NOTES: LDOEffD. STATE AND IDCK LAWS WNOAIQIC POLLNTIOx ABAIUmIT D DETAIL EROSION ARID SFIDO/T CONTROL.NEASNES NO ONUt NATERIMS UNLESS S'ECNCALLY DEN IE TDED AND WI ED BY THE ENG EE SOUL BE L S PEA®ON THE BASH GOTwLL ToE ERT Lo D DURINGm BE M E aNrnmcnm PR004 9NALL ACCODANCE-ME SEDOmIT ERDRON CONTROL FLAN IE'JEN AND GOREWLY ACGYTm PRACTICES 1.SIDE SLOPES OF TRENCH EKCAVATIONS DEEPER ELAN I FEET SNOILD IRE ruTIENED LAs REGRRED BY Sn COIDTDONS)ro AT LEAST Iw 1V M S`T*BNY`G YITN TRENON BDx ON SNGM GEvo` <TRLICR fl• ALL NON SIAL BE PM OHED SAFELY AND M ACCORDANCE rm m.AND YOS A REGIOEIREIrS.CONTRACTOR SHALL WTAN TRCHCH PENT AS REAPED.. ' sraaNwATER RANAOENENT FACm1E5 STALL E PROnC7ED RRON SEDBmIT AND SILTATION AT A.I.TILES JUST Ham To CONPLETER.THE SITE BAOERL ADUCFNT TO RPES m STRUCTURES SHALL TE 6 TIE TYPE AND WAlJ1Y CONFOHeNO ro TIIAT SROIID rm ME AQDOONC ill YAIEILAI ra FRL 91ALL E SmCON1RAGlm SMALL Tf Rr0RN A FNK NYECIIOI AND CLEARING OF THE STI01 WATER YANAGTomN SYSFN. AL 4DnmNT AND SILTATION 2.AFTER REgYK W TOPSOIL AND INADEQUATE MATERIALS GENORK TOIL SUBgiAOE 9HWID BE PROOF-RxLFD..L LOADED IO-wNE1 TANDEM-AME WARP TRUCK ME PROOF-ROLLWG 91GLD P1ACro M NOOZONTK UYFM NOT ro ExCED FOpt MOVES N 1HO(NE55 AID OOPACTED BY HAND TAlEERS m OmFA YANUNLY IIILRCRD COPACl10N EDIIP1mNT. ME SMALL BE aELNOYID FRW ME BAsaa FGEHA15,ERG AD mE4 AREAS 91ALL%SUPm ro FINK WHTOURs AND flEVA1101N PFR 11E BE PFRFONED AS ORECIED BY A GEOTECHIDK ENGINEER.NO nu.SNOUD BE PlA®LLNn.ME SUBGRADE IS AFROVED BY A DEOIEHN,OGL D1m1ECt BORROW YTFIdALS Fm RLL OPERATIONS WIEHK 1®S ro ill COYRLIGY ALL SPADES UNDER LLD ADJACENT ro ME PPE T NO 11YC ARtNO ra BAOOOING ttPFAADWS 9ULL awYmN EQ l BE ALLOIED PLANS:ALL REPAYS SNAIL BE YAE AS XEGESSARY TO THE SABSTACRON Or ME ENGINEER PRIOR To PlAO1C RN AL TO•$pfl.WIDI. Too OMAK SITE GRADING SNWLO NEST AASHM DESWAGON A'-2-1(CLASS O)OR MORE TAM uLAR AND BE APPROMD BY A CEOIEONp'JA DKGOOD,ALL FLS SCUD BE BE CONSTHICIED M w overt OR VII N 1 TIET Or A CONCRETE TE SIRUCIIE OR PPE.UNLESS THERE IS A CONTRACTED WILL Or 24'm GRAM OVOR TIE STRUCTURE OR PPE VEGETATION.SEMNO.MLOoY UpTs AND LEE•ACTED AS FGLOWS UNLESS OIHERILIY NOTED W T.R ECT smonCA-: FILLS SLPPONTNU iWmAGONS AND TifOR SLAB'on O ASTI,G-1537(AASHTO 7-1E0) Tm 21 NG6 OF ROADWAY SARIRADE AND 91®ASE,-O'ASHY D-,SS7 I[-I'm) AMP STAMP RETAODNC WALLS AND ELLS w ROADWAY(BELOW Top 21 INCHES W 9UBGRAOE AND SJBBASn 9.W ASU 0-ISa7(-To i-IBC) rwI°IN GREEN 9'ACL GOx Or ASTY D-iSSI(AASNTO I'm) Or fOlc eNoo AID AROUND STRIILIIWRS.YM01OLES,TARNS,vAuLm ETC AND PPE ENFEDYENT(Boma.NAUNMNC AND tlILTIK BAOR F.Q.9Sx O ASTY D-.ISS](AASHro T-,BD) ' ArrNEw W. 31 'my m NOTES IT SONAR CL CRANE h CRAM ro E INSPECTIONS O W.N"�I.w.ar YCOON BULL BE YONIUTHc rm IT.PSE QANaIm. PRONGED AND Yr ro NOSH WAGE As SEE IANOSCAPE RAIN fm FRAME n 'p 'P 2.NL PRECAST M1rP0UmRR SNAIL E D[9wm FbR wm IOAOD. ACROSS.TYPCA,.UUx-EsS On Y SET TO rNCRATE S SIN CRAGGE 4 SNO To YN dl O�WOraTL NOTED.DE9m FOR,H2O LOADING SEE PLAN FOR YANTEIANCE ACCESS. T 91KL IN ME CN& TNTOt'S AFSP019BIITr TO COODNAIE rm NNE EMfpFDt ON AIL AO/OVAL E' 1 WNOEIE SNAIL E OpNPP69lE SIRONOM MMD PSL TYPE E CE)mNI. UUDSCAPE PLAN AT A Fm AT SME TYPICAL UNLESS OTNMN,SE NOTED. NEEDNC ONOR 0 NEANSTM7 E CONTRACTOR SHALL NOTIFYYTTHE ENGINE14 T DFSUN Fm Nm LOADING. AHEAD OF REAPED IN9'ECTIOKS ..GRAVE AND OU.1F9 BHALL E rFlw WIY AND DESIGNED i0R 11-m HAAONn __ ,If ! F101 DUDE nu r'i' 1 AT A wHYOA ME FOLLONNC o15PECTONS wLL BE REGHRD: NOTE e•] BA06il r lfa P'v m ew iNu,°eT - A NST-71.OF SFOYdT AND EROSION o0111RO5 AT UNIT M WtlRK PHOR TO . a fN10YDC Y KNOOtW15 im Pfl9 rm r SLAY CIFINArLE m Wl%E O NR YmTAR NL ,YYY, trlx 2'IWL rYY. rtA �� b1 fO1'V - CODIDIam WHSIRUCII011. O S U L T N T PPE CONFCIIWS - rower FASx ABILC ,r m. mD¢AY Ferrc W'lter a BorrW W E VA ON FOR EACH 9mNMATER YA AGIVENT(swYl F.Wun. a m1SA ro WISr RAH NR aulE STONE MIND IPR)1SM a AT CO ON OF NSTAUATmN OrEAON sw FAIDITY MOM To BAOOnL p°p. a �Qeye 0.nNK sTAGUUnoN AND-as PRIOR TC REYoWD my sEDIImO AND EROSION, CONTROL GEvCES. 1.rMDNm-BA91 RIME AND OUR 91 E sm M GLEN YmTAR BED.ADAST ro P p, O .. N CLAY I -QUOE ro lm 6 PAEUs`WT DImANO 0 t'-O'm-(S.000Rstl .O n0 •v O 0 O m 0 '•.• .•� op B. ® [] O v m O . eP,°.'E. g�g SLAY}IRE SOD COIORiC A110!IRmI-`NCE IS OEATER THAN I'-P. t p p. P°p 6 SIR+ �a 81s 7[RF poP s ' a8' (`I'o mNrs § G o v v v o m D ;.,P o G o v v v a m p• • 4 .•R oo •° x.'_t avow hNml GRADE p � 'p.. - b:: .: o �CONS Y®D avaA NDTE e a .• G o o v v o D D "i�.A'q-I®I�• D o o �v v v m m .�: . D •mm Rro, - �u�1 �� " _., •:6: -aEutr Op10¢1E 8.P D„m°P2_ saGa A •' 'Nti.P CONSULTANT •.& °�:oo - HEADED eAVN oYD1 TOP o mNEDPn m HE IWaAD e G O v O I� O m 0 •Do•',mm o o v v [] ® m ,VAR Ny,Q,EyrY g $a e�• (o E G o v v v o m om o o v v v o m G To E Go o v v v m N.."0U15 y oorb• Hwww As,�lr® T�I, �� � m$..1^ ag o• '4• r WA9E0 z} tl�l' °- rn.L1°r sTAicn o o v ro'ro"iER wm o • o v o m m ININ' '� T' - •0 a m v SIOH rLL SLiz _ y1 Po RAn (w Yom. szg9 )J/�Ir�nA'PRT mlus'(mj •,�a Do-�o 0 0 o mD 8'•mm -S 6 t :•a./ .0 PREPARED FOR: {ITER neat E � aB �•sm 4. v. a o v v v o m �•: ba. D m m o 0 o e3 m D L Dn E > ° Beech Tree Lane,LLC 23 00 . m o o v v o m o •'�qf a ,m r To Qs Y / POQ E E Y� Executive Drive � �� ,°m� ,.EAg sc1ON 9wL�Yonm.e rm wTs�QAnm BAvrsiD a:1ER�''�caoDCED. Br 11c FNUETR Hudson,NH. 03051 ee q'. 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SLAY}IIEE a r�DOT DI9,A°WIL m�E-TIN1OmlOiwn�GMf�9axrs•tf Aean SIPOUDE T G,M-EDP ry,411:nIRc SHALL E NSAINro Pa YAHWACTIILNA4 NEDmIfIDAmIa - PROJECT TITLE BY ra tlIAEfA o- MCHM CATCH BARN LA• ) Nu F--1 SIAM"ACE LEACHNO CATCH BASH N.Ts HT+1 CE'rAiLL !! - OC WAIL 91 Bluff Point Drive NOTES, -ROUND C� _ Cotuit,MA ,.BASE YCnOx SINE E IlONollTlRt rM E dJISCE DIA1rEEi,. PROVED AND SET TO GRADC AS SNOr1 ON PUN Fm YAWIENAHE GRAVE A WVEP,ro BE RIMED AND SET rO RN IN MADE AS SUDS 2 ALL RECAST LYJI@011FME SHALL E OL90FD fm N-m HDAAILIa T,PLAN N s om MNDE ACCESS, Ac¢ss TrPIGt.mIE55 omERwY S.CONCRETE$NHL E CONm9K 4nmHM IIKID PSI.TYPE I CGETn. - 'O1ED.DFSION im.I,s LOAOHO.SEE DESIGN TOR Nm LOADING. S N01ID. UNOSCAPE PUN FOR STYLE AND - 1.FRMkS GRATES SHALL E NEA.w oUtt AND DESOEn tm N-m LOIID,G ONENSDNS LANDSCAPE PUN fm STYLE AND AND IY np9,mADG 5aD mra IAYENSbNS a RIME Y m0Cf01TS Fm fP6 Ym Y YAL CE/AMIDE ro OUISDE 0'POE YONTAR AL mME - ® N r -1� DONS - - - -_ DYDIiA Fr' iJRG NY.va. 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BAN W vm sTDIH sNBrnAE As DemmfD eaves ro DE MTODDIeED,In el'ra ET!Olmt SHEET N O q :& ?, y AIL PIEI'Jl4T CNPQmNG SHALL E OLIO®FE H-m LDAawn m WPTARFD ulPu a a: ,OGN R.uo.�AwESRYE SIRE-i o o m�FaR�'nH°ADNn .b� � '. - ... a Rm.Oc v AlDxours Ton Iw rN r SLAY NLUJtMNE m aGTmC a,+E.YmINH AHL C3■7 Prt mWELTml1 ®�FD�R sN�GR"EBD�E.THEE 9A�v1 m DYP w�i° �•°• •A•! e 4 REEit ro LAIISCAFE RAN FOR cOMR DYIE AD tIL,ENSm TD0.1L 91ALL E PUn rD.s9r nDYO nrw n DATE SEPTEMBER 21,2017 k-. ].:AIOAD NIAN,GE FRAIE a CaAEn SNAIL E sr N RLL YmrAR IILa ADAm ro TRIO[ Y Z A.. IAAE CONTACTED Y,i.}DAY ow'OtlCRA T O TN NNG IS COURSICS IRE AS OEiE1YlID AOWY 2 foOT OYwAP NHNL OL\'JP Y11mN AMNION!SNRY9 6 fAtILILG A, E' TIE EIHOFFR a R 51BA TEII fAEC DWL E IL4TAUED PFA AINNIWACRWUS 1EmILUpMD06 E--� LEACHM CATCH BASIN(LCB) .H DACE L OOKI CATCH BASH SCALE:AS NOTED • I o- _ NTS DRAWN BY:SW CHECKED BY:YN'E 1;jy 111-8 cme-rAJL- Itl- - C>ETA L- Job N O:20-- FILE: 2011-052 0I• ' 8v BAXTER NYE FNGINLFRING ` StIMIFYiNG BAXTER NYE 3AEAEE 1_,/q•.1-1/.'.A'NIm 3rAl2 AT EJ FT a/C ENGINEERING & m AP9R0.MD EmAI SURVEYING mNT ar rn.A(run rump . m APPROtm rouAl .t8i8 r,r.r.om snu¢ . a>!ql r.r�smuN sRa Registered Professional Engineers and Land Surveyors . _ _ 78 North Street- 3rd Floor r Nor W ASAutT sAEA¢toms- -am r9n Nm Hyannis,Massachusetts 02601 mNm Ill/ o"a"o'.�•�:''�ojf�!:�.�d Ax r—1 ASPNAU BAZANmwENAA QImrMY ITotIBOA .••o+^d'...•✓.off ,..J;° T—A�eEmfl+.Nx 1°m Yan.or nr% uxr�-run: �ba.!;�.;�:e, i':�?�.t.=.o.°�• x•.m"w,mmo.r.ua TrFE a e m y. "�'^ Phone- (508)771-7502 r o.oT sm :>o•' "'°B°�°R"�B0R"0"n'mT _ Fax - (508) 771-7622 Jam P,I mNmEl[ .too! E m MGAA.D 9A1ddr Btld°.n.m.n srwan NUAs 1i�r q¢T um (^°E D DlrwstorT °A rm Au®Ec.Ar Ir sr w.wu vAs nE J/,.mtc m.un.,,Fm wlonm J' www.baxter-nye.com ABwAo PPe PPE uN[ =3 maAAmm Trswn VARIES SEE PLAN r r nor FD rTv rt FtTw F PAYFIIFNi m1nACTm SeIBmAa[ Pavement loP or • rl sr a'Nro :• - COBBLE EDGM SEE WDSGPE rnauo r COMPOSITION AND COMPACTION ACCEPTANCE TESTS ARL7BIEC1 PUNS!DR WTETWS r AND DEWS mlvgcEO T.mrAN sANPus mON wAnr ro NucATE cOlsmrJrx NTN rtTT.m. (rAl omIAOC - . 2 fABAN P"Ma11T aF1r91r 1L WAS 0U111aD N Y]1r.m. 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QNiACIgr 1E419r0. polar N ?�A �� E"ra4gl n WATBS AND SEWBS LW NMUTM N.Ts I F I BrTUMP B CONCRETE PAVBAW SCCTM NTs o- ORNSWAY CROSS SEC" ETs c BL.T FO CE/HAY BALE BARBS NTs. xm' GETAIL Ata' - C>ETAIL Na S'ErAIL ®T OETAIL . CON S U Lt4NT ow isvxo1m a 4— STAIE AT 8.3 rt O/d 'V Zewr N ._y- _ I CONSULTANT mom.oT FD�E Eaui tOmD 10 PREPARED FOR: �' 1°m'x10oon Nxrn {��;,,�tV Beech Tree Lane,LLC II > 23 Executive Drive BEm Hudson,NH. 03051 ' ND FA WC Ir ausEO sTaE 8�5: Tm O I Q e {DOGS-cenrw 11E mIOBON O9Nf IBO:E 6 SCR SCMWIO Wal 8196 MD B1E15 a1LT:THE CMMXU 6 R6"MU FOR PRMW TIE 03ItMI T ANA M L1al NUT.FOR N STANWM WCN"G ANx Null,LIE CBNmALTfR 9101 LEAWE oa[1191016 - . e�Flt—n II - NOTES w M naD Aim oFm m APPBOERDE 91F(3). - . III .. - •OITIINI(L WIN suu s.TNNTrsT1E(mil FOD rmAN,en•rDT TIE wu s.Da Cwmm alT sWL IN m Nor flum am=(2110"/NWM As I II r(rN.) ua 1MAx THE AI 'mTM AT Fmns NEPE No®m Er>�Dooms PROJECT TITLE PFJl LIE raIOEK11AEir3 9'� - PI \'a iAB10C I II Z 9rNLpREtETrr O.M m nOw10 s SID iEI fuNc TIE sEOEon CWN of a 9Y W E6RAED atr W nE 0 WIRC R AND UAWA ED - .AIaO nmral AtAY pp,i5q-wA,.,NS YAY IELYE fWmle To,tl659M0.,N. A r 1 0NM{Ell BDMDI W.11E1 W e TIMM{AIDED A STUN EMIT. RUM MOM RDW6 BE CL s 91 Bluff Point Drive r� III AmTlnw.ETUE As moTors oouw Ar-mnAN m a&wmT ou ENta N A"NER M rnl DeIES Fu ONS TE . a.wT rwvnEs Ili To TITAP s».mrr.Au swmlr soum. . maFaa TTAvm m mzaaa aNTO weuc NPnO-Qi-.AY Wsr s 9IBlTINTION OF A 9H7 OF TEIN F/9EC N/CED dEA TIE O{OYD Or TIE NIII Ts IQf rErOrm 90®IAatT. IEB.9nIL ff PQE.1TEn. - ATsnwEa. CotUit,MA Forma NsenDN AID WNTDwEc TNAu s NDmEa As NSaFD. - - I RETESMD cuiisD9 Tn ar ow MI WET a am®r mr 11C RTFP MleC sA WLI - ' DLa sa v I.TTN IIID ET=snot ro BE aETOiam IIWEACnlST. of FUM 9EVE BE REPUM OR DEWD Nall TIE BAD aaal6 Wti ETEL F L -SLT F B4CE BARBS NTs BTABL®OOSBiRICTION Urr _ NTs_ n SLT BACK T.S.E C HBY DATE DESCRIPTION t SHE-ET TITLE Drainage Details SHEET NO } C3.2 rrr= DATE:SEPTEMBER 21 2W7 7� :f 1 SCALE:AS NOTED P' • :I U O B N 0.7OI8-0Y F I L EC N]a11-03I OE ' ��^1...t""-.tA�+wr`"`.,j�;. _;} .' � ( 1..r M, f " 1F1•.i� •,r._A_.i� , �a.+i ti . .-apr�•.::!rwir++.. I� . -...���.�. �.• 7^;.•i.Jiy`-•9'x`^'�•..,...�^.- 1��-t 1=��L.....�.�....-�.l+.w la...� - .r.., __ nJA•9.J.Fh'\ �....-:i:..•'.L..-�.�:..-..._..1 BAX TER NYE t\111\1 I RIB(; A 10 RVI YIKG D.E.P.File APSE 3.5501 1 \\ i \ ONWr DR Clxld6w E.*=:AUGUST 22,2020 3. ? \y / BAX I ER NYE CONSERVATRNd NOTES: E EL TH`L - A. �• ENGINEERING & I.NO NORM IS TO BE DONE UNTIL FORMS A A B ALONG WITH REOUWFD •. F T;"A I v It F / PHOTOGRAPHS ARE SUBYNTED TO CONSERVATION COMMISSION. ` MAR,,IY,a 1 SURVEYING 2 LIMIT OF WORK SMALL CONSIST OF MAYEALES AND SILT FENCING TO BE MANMBdD N GOOD REPAIR UNTIL COMPLETION OF PROTECT. / 3.A COPY OF THE T FOUIDAIxWN PLAN SIMLL BE OEIIYERED TO THE . A CONSERVATION COMMISSION. _ /J'/ Registered Professional Engineers COP and Land Surveyors 1.ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES ' r • ` `( i — � s MATERIALSHOUSE o LB REGULATIONS. t / 78oNorth Street —3rd Floor APPLICABLE t I PROPOSED CA AS SEANCE- TIE IN H nnis, Massachusetts 0260T OFF SITE AND DISPOSED .\' � N EXISTING CABIE OR AS OTIERMSE B.POOL DISINFECTION SHALL BE BY A NON-CHLORINE METHOD. DIRECTED BY THE UTUTY COMPANY \y Phone— (508) 771-7502 T AS-BUILT LOCATION OF POOL GRAN,DOWN LEACH PIT SHALL BE FORWARDED � _ � K NEW DOMESTIC WATER SERVICE TO BE TEE IN TO TO THE CONSERVATION COMMISSION,BY THE POOL CONTRACTOR T '-G - _ EDSIWO WATER SERVICE(SIZING TO BE PER Pt1JYBWC ', Fox— (508)771-7622 ' ,1 PLANS BY OTNEk).YAM LLS PER COMP WATER ��'L� L`L`�/ p OEPARIWI RE17&EMD/Ts Nro sPEanCAnONS. �+• wwW.baxter-nye.com r2Un0lL THE COM1PACfai 9UlL CONTACT dG.NE LAr 1-IM8-Ixo-sAFEI NO UTNn CQPANFS ro LOCATE AL,COSTSI0 UtuTIM AT LEAST 73 HOURS J. `J Z 3 �,\• �� ; JtV LjL�'�k:. •. O "M r0 11E srMr Or CONSTRUCII011.TIE OONIRACRIR BULL oETFiONE TVE ExACT LOCATION.BON NOMZONTALLY AND Van, Y.OF ALL DasnNO UTILITIES + ''' G A ti L 11, 1, "A t C-N. flfn E THE START Or WY WORK THE LO RT OF EDBTNG ILDMGRDU D SYSTEMS INFRASTRUCTURE UTLIIEA COHDUTS AND DIES ARE SHOW N AN EXISTING WATER SERHQ ro EE CUT f RLIM AEE APPROXWATE AlW ONLY.YAY HOT GE LLNED TO THOSE SHOW HEREIN AND HAY:NOT BEZN WDEPEDEITLY AflWWD BY THE OMER TIE ERGLE/A,OR ITS CAPPED AND REMOVED RfI# TATVIL THE ODHTRACIaV AUEES ro RE WILY RESONSSE FOR,WY Ara ALL DAYAiS WHOM VIWT SE QOCASUIm BY THE CWNACTOIY FAILURE \ 4 - � .�l. G7 I IAF.""r;^:. PROPOSED GAS SERVICE- ME N ro LOCATE SAID SYSTEMS.NFRASNIKIIOE AND LITNTIES DUCKY.W EJLYAR0H PfOMIArw DIFFERS FROM PLAN WFORMAROA.THE UININKION SNAL "y M EXISTING GAS ai AS OTHERWISE Y '�' DIRECTED BY ME UTILITY COMPANY THE ENGINEER YOEDIAIaY FOR POSSIBLEwFLCtN RLDESPI.AT UTILITY CRS REII T.ADIPY N fF]D THE IAGIE ND NYA15 U'WATER.FLLCTYC.CAS iDEPHONE R 1 \ DATA/CDYI Alo IEIACAtE i COYutnro RE UIRED. D NYRTS FCp THE GCeEWS DEECTM THE WHTRACNR 4w1 PRESERVE ALL UYFAW WN) RELOCATE EIOSTNC CABLE SERVICE - ..i.!. STAMP STAMP MrtMS NRASIRUCR&E AD UTNIES AS REQUIRED. } � 9 t�4./�F��N�AH�?-?R• T 2 IY UWIWY LWATW.C _T0E sHAL BE YMNTAMD BEIEEN ALL UTILITY`ONISSMOS -�OEGREEN C' LALfY iR E 4„ '.CAT ., 1�•R \` 1 A IILpNY Id NOMZOMTAL WARA RM SHALL BE MANTADWD BETWEDI WTER AID SEIEn UEa WERE WATER LIES CROSS SEWER HURT,T11[SEWV1 IRE - - f• , PAF.'.LL N� SHALL BE LOCATES MN A I V I NRRIA C EARRAINE Or IL•BELOW THE WATEB LINE TE SETTER UE JOINTS 91AL BE LOCATED EQUI SYWT AHD AS FM �. A' Y.,:'�(' �" £31V.' AWAY FROM THE WATER LAZE AS POSSIBLE Ii EN IT S LVOSSS E TO ACEW NOWZOMTA AHD/M NRTIGL SEPARATIUH AS SMARATED ABOVE BOAC THE WATER , W YATM UNE AHD SERER LINE AT THE MGSSoIG LAGROM SHALL BE CONSTRUCTED OF IEOIANIGL p T CEMENT-UIED UICME IRON PPE FOR ONE FELL TY PPE LENGTH ,IF( `( - C W ( ✓ PROPOSED ELECTRIC SEANCE OTHERWISE TE N TO W, OR AROTER FLEA AIEJTT THAT S ATCFIIOn AND STMICNRALY SURD, THE AGNTS FOI BON PF45 SHALL BE LOCATED AS FAR AUY FROM THE MOa91G AS „f. +ti.T Y EDSTNC ELECTRIC OR AT PANY POSSRUC BON PPFS SHOULD BE PRESYLE TESTED ro SO Ps TO ENSURE THAT THEY ARE WATUIRwT. I / DIRECTED BY THE UTILITY COMPANY I/a 43 1 a�vKB1 4 THE NH-SITE WASTEWATER TREATMENT FACILITY(SEPTIC SYSTEM)NAS BFFJI OCU MD,AHD SHALL BE CCNSTWICTD,N ACC AHM WTTN 310 UN 15 GG-STATE C EEEMCHMARJ( ERWDIOIElTA CODE TTE V. \ SPNESET a A ER NE IUTEPTAU AND WMIGA1SMP TO COIIFUaI TO ME RUBS REWLARGNS AHD SE6ICATIOH^OF THE WYY WATER sPPLY"SIGH AS � W ,n G ElEV-34.55(NAVODB) .VA L WL E AMENDED ro PRESENT.UYSOM ACAS Au—TO REIN PWIS.P ANY CNEUCTS—THE CONTRACT DOWIQIT OCU.R THE IDUER STANDARD SHALL APPLY. T. . , _I/ +\\\ 1NE WHTTEN s4C61GTIWS OF RIC NYAIMS WATER UYSCM ARE HERESY NaUDED BY REFERENCE AID ATTADED AS AS SERARAE DIXU DIT. - .- a ALL OwSTWTCIDN METHODS AND MATERIALS SNAIL BE AS RENWRD BY,AIO N ACCORDNNE NTH THE LOCAL WATEB DERARRY T AND MNJCABIE AWWA 1 NF""`< c SPEWTCATOIS.DOYESITC SFRYCE RISE_Ps CS PLASTIC UC U.OJI.,ro aYSON 9'EGFlGTONS SLEEVED WHERE R[OIILED. L A,L 1,_"i ��, ' 4 �1. CONSUL NY 1.CURB BINDS SHALL..BUFFALO W AWED,AMD SHALL BE—SHED AND NSTAJD I'M AL VALvDL THEY SIULL BE CAST DNI.TM COATED.SUWD Y �'-{� 9G �`?�.. � gE'- ABANDON.REMOVE AND PROPERLY DISPOSE OF OFF SITE EXISTING SEPTIC TYPE NAUSTA9L VN.N BOXES IOQTIHFA WN f.AST NU1 COWtS. SEE WATER UYSON RELLLATDNS �w -ijL L(AH.i'". ��e• SAT.SEPnC TAW.D-BOX AND PINES a TYSCAL UDIEJi OVOt WATER LINE SNNL ff S.P 1E55 THAN{'OF COVER S PROVIDED.NSIAAIE WRIER LINE AGAINST FI®IO N ACCORDA1Cf WITH DETAIL �A \ '�yt+fl'. "IMA;F l __ .�� aBTNN PROPER PERMITS)FRUE TOW a BARNsrADIE REALM &T U COMA_ A,y,A•E, •A O s,. it /1 DEPARnENT FOR sEPn SYTTFM ABANDONMENT B.CdN WATER SUPPLY DIVISION APPROVED WATER SUBOWNACTOR AND I SPECIUI BEOUBEA COST OF THE NSECTOR SHALL BE BONE BY THE AT OWTRAXIM/WATER sIBCOInRACTOR 4 i/ 1.GAS EECTLC.DATA/COM S SHUN SOEIIAIICALLY HCREM AL LIBOR.WORK ENAPI E AND-RMALS FOR NST—Ow OF THESE UTUTES SHALL L BE �0' OM®VIED PERFORMED BY THE CCNTHACTM UTILITIESSHALL BE NSTALUM W TH A—IDYT or 3 FEET U.OM OR OTHERWSE DIRECTED BY THE • \ / \ _ ✓�' CONNaLNG UTILITY COMPANY 0011 TOIL SHALL 0DMDUUTE AL—LAYOUTS AND DETAILS MN APPLICABLE UTILITY COMPANY. 1 11.EnEDOR RESDDITAL UGH'I.SHALL BE LAW TYPE WATTAGE AND D IXRG Se AS ro IoEEP ALL UGHTWO MTW sIB.ECT CDT.ANY SITE L GHTNG USED SHALL ' CONSULTANT BE TAW WATTAGE STEER 1,MTTER 15 OM 15'II.AAYW POLE LOCATED ADJACENT TOSUBLIN T TAT ULKMAY,PARKING OR WAU IWAYS 12 ALL UTAIY W15 i1NWU1 EOSWG COHURTE d BRiIYNWS CUIaEYE PRIED SxSAas SHALT BE SAW CUT. BAW fWlq OF 1RENW SNAIL NaJAE TY \ ,�d ,V � I X JJ A`� / •�� N IIERN RLWIAUE ML ro TE BASE COHSE aF LIE WTNACE 1REAlYEHT. TE WRFAEE 1MATYEIIT SHALL iNFN BE RFPurm N IUD. • , IQ 11 ST. AC 0R TO OMI ALL DMAVAT ENWD UI.TRO .f BACOLJRNc FOR ALL UTLITES AND YSa1lAJEE0U5 WMX NCOFMK To THE T SCOPE OF ROECf OOMIR AD CWTRAC OOCTREJHTS. HxxITHACTOM SHALL fRTN+ro EEP AID LAIDSfADE F•lAH$BY OnERS Rai MUTIDIIA.NFCRIUIbH AS AAIGBIE \ ✓y ''f,, `I ./f-'/A - yE' sp"CANT~ ' I..ALL MOREL MTW THESE PUN$SHAL PROIL BE PETPDnIPD ANO OED BY THE CONTRACOR IN AC `WGE WM THE WNSTRUCIDII GE,_PROMOED N RAS ' + A O AAO PLAT SET WHETHER OR MOT TE m-IRMAS,S SPEUFICALLY REFEPE!®. - ' .` 4 ' M AU.COVIOS,WRB BOXES.MATES AND OTHER FWLSH SAVFAC6 SHALL BE RESET ro TIE HEM FINIs1 OpADE YF' Y " T � AQ ' PREPARED FOR: M a WNF UUllE4 E TOABAIDWED N R W D IEm mOIITH OUT BE AGE aEMOY AS CACILIT 91AL oW IAJOMIC PP RI E AND APRIERANCES AS HEEDED THEY—— ovumm� ar ETE THEY CUELICr MN PROPOSED WORK �? I •,? ' _ \` »Da � +:J,. r Beech Tree Lane,LLC sr PROPOSED a O a �i �/ 23 Executive Drive ,. •"RAM Hudson,NH. 03051 1\ _/ --- /• � � - T � PROJECT TITLE 91 Bluff Point Drive Cotuit,MA DUTDCIOR RINSE +^r QWA ITTODrtODNR . /.x 1 / E,I • A Izy r 4, D� M r�... •dr ITIE " , '.�'•..;. :r INVASIVE PUNT -" I� r / `. �i .•'. ;� �•� •.REMOVAL AREA . 1 I $+ \; �"a� 1.*AEA A)S �E'F O BY DATE DESCRIPTION t J' LSD <.. aALAIIID- I• ; C+ 1 •. F.?ILA N'LTLAND SHEET TITLE y r/ >;•;" T">nAL Septic System and Utility Plan Y ,' ' •,L• SHEET NO C e C410 y A ATE:SEPTEOMBER 21. 2017 20 r 40 J �r SCALE:1 SCALE IN FEET A "�20' DRAWN BY: CNECN ED BY: SAW r X JOB NO:20t1-052 FILE: ZOt1-052 S' L1 SEPTIC CONSTRUCTION NOTES: B A X ER N Y E TYPICAL SYSTEM PROFILE 1.ALL SYSTEM COMPONENTS SNAIL BE INSTALLED IN ACCORDANCE NTH TITLE v OF THE STATETHE SANITARY CODE DATED SEPTEMBER 9,2016.AS AMENDED VDT TO SCALE THROUGHAPPLICABLE. DATE OF THIS PLAN.A ANY LOCAL RULES a REGULATIONS SEPTC SYSTEM NOTES- 2.ANY CHANGE TO INS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. BARTER NYE I.ALL MATERIALS SHALL MEET H-20 LOADING RECUBEMENTS. ELEVATION INFORMATION MUST NOT BE CHANGED MTNOUT WRITTEN PRIOR E;�DDT 3.WEAL BY THE ENGINEER. ENGINEERING & TOP OF FR✓BI ROOK-EST5' �R415 a CAEiS SAL BE WARRTIONT 3.WHEN HEALTH AGENT T AND ENGINEER PRIOR IN BAO(FlWNG,NOTIFY THE RIP of aEm. 530 MSH ARAM-3L2t SET n ro FMiBH Nr BOARD OF HEALTH AGENT NND ENGINEER FOR INSPECTION. SURVEYING FINISHED GRACE.JI'2 I�a 1XAW SIWLL MODTCHT 4,ALL SANITARY DISPOSAL.SYSTEM PIPING T(1 BE 4'SCHEDULE 40 PVC.UNLESS 9[F 11NC Dorn SH FL BE ORAOE OTIERWISE NOTED IEFE7N. TOP OF WALL-34.29' • RBOI a rOAN SMNE BE /IS C11 ERNE >A.IE WATERtmNI S.EXCAVATE UNSUITABLE MATERIAL AS NOTED,HI THE'C HORIZON' FOR A TOP OF IAA(-no r MIN / SNS-!1Wm CLEM HORIZ.INSTANCE OF S'SURROUNDING THE LEACHING ELEVATION FIELD.AND REPLACE MATH Registered Professional Engineers 4'S0H w PC G••- a•sNN W P.0 _ssAy Au.CHAMBERS(4• F3EAN SAND PER sl0 WR'I5.z55 TO ME TOP E3EVAnON OF THE SAS. and Land SurYe 1'SIX b P.c I -va. wN. TOP OF DEW MIS - OF 16 Q•( )O� _ B6�uTE ALI.PIPES AGAINST FREEZING AS REQUIRED WEN LESS THAN 3.OF �S ASS n1m r(TG �D FEASH01E 78 North Street-3rd Floor p ML N Our.3050 BE LEVEL) or OR ICIER ENDS DOUELE JB• O'er :r5 1 •( r. �'TEE 'f �ur� 7.THE SEPTIC SYSTEM DESIGN DOES_NOT INCLUDE GARBAGE OONDER DISPOSALS. Hyannis,Massachusetts 02601 LIQUID I' � 2. A•SON.a RC I r'l NICE¢M°ET160° Tm°F GML6J5 JOLT B.C&ED2L THE CONTRACTOR SHALL CONTACT DIG SAFE BAT 1-988-DIG-SAFE) / �'I Q- 4'RAA R ,.., MD UTVTY COMPANIES TO LOCATE AL EXISTING UTRITIES,AT I>:AST 72 HOURS Phone- 508 771-7502 I SNIP RN MR-M-93 T o ( ) RIP Or SUB-25.19' CAS {1 MY M-ml 0 0 0 o BEFORE THE START Oi CWSTRUCTON.THE CONTRACTOR SHNl DETERMINE THE I✓OBof✓®1xMIomE EMTu: \ 6 � ,..• •-. _ E%ACT LOCATION.BOTH HORIZONTALLY AND VERTICALLY,OF ALL EXISTING Fax- (506) 771-7622 �� w.M_ID ,�Y, .:;.).:: O.. UTUTIES BEFORE THE START OF ANY WORK.THE LOCA110N OF EXISTING �SIOIE flAY '."T"=-' :�1:'�_^ UNDERGROUND UTILITIES ARE SHOWN IN AN APPEtOX1YATE WAY ONLY,MAY NOT www-Baxter-nye.com BE.UYITED TO T109E SHOWN HERECH AND HAVE NOT BEEN INDEPENDENTLY .• F A➢RS•(VOILA nE PF.ASI(��'Do, ••:• r*-ID' D.n.w VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO .)4-.ti.,n,..,•'_.l'.-:.'..ate:;.-•�.•. 't ,. �.>.. .- B"G11/51ED STONE M a,! glyL a I NONE To M N.Na�Ir [o slb[ BE FULLY.RESPpNSBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE BASE -5¢ II01E n HINSON. SC NfNrt EIS 5 LON OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. •jtXb MI I�T .�P f��`T(�( DIS1FISRI1 BOX N0 Iw° -a IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION.THE CONTRACTOR STCEY S2a00-,N®dl FDIPL SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR SSE REDESIGN.AT UTUTY TO BE INSTNIID M A LLVR AAEE EASE - 511tlEY 0�9 x-2o w[HAW. LEA010 CHAMBER DUN DF RIBC D CROSSINGS VERIFY IN FIELD THE LOCATION/INVERTS OF ELECTRIC,CAS SFPIC SAKI,ro HE NSMIED a CLEA ED MAWWLr ro IE WSUUID ON A LEVEL SURE BASE x-AT TELEPHONE a DATA/gr RELOCATE IFCONFLICTING MIN PROPOSED INVERTS PER THE ENCINEE725 ORECnON.THE CONTRACTOR SHALL PRESEnV£ALL UNDERGROUND UTIU71ES AS REQUIRED. 9.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMAMC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. HIND DEPIN N.5[PIIC TMM CPIN O oLmrr TEE 870E nCI ME . STAMP STAMP 4 FEET 14 EC6 5 FEET 19 ICES 7 00 FEET 21. TMOFt T FEET D WI E5 °FEET ]4 IIOFS MATTHEW EOM D OAT rFa anB3 _..�......,. ..-.- mw C O S AagAm H�lo T T 4. r--w MAY LIRA F - Y POLSIWE dt ' _ F AIDRTLE A9W0 1 1 O O il•-19" F/iEC1AF R91N _ KAS ED smw 4• CONSULTANT 4, ;4r : Ir le CONCRETE DFFIXIOR DETAIL a-m u va LEACIMUISIMISLAN O>oCA A LEACHING AREA REQUIREMENTS PREPARED FOR: NITROGEN LOADING LIMITATION: BOH; SECTION 360-45, - Beech Tree Lane,LLC INTERIM REGULATION FOR THE PROTECTION OF 23 Executive Drive SALTWATER ESTUARIES. Hudson,NH. 03051 RESIDENTIAL:5 BEDROOMS 50,613 S.F. X 440 GPD o 556 GPD 40,000 S.F. (5 BEDROOMS), x 110 GPD/BEDROOM TOTAL DESIGN FLOW-550 GPD 1 GARBAGE GRINDER(NOT INCLUDED)=N/A SOL LCOB P4m DATE:OVM 7 PERC RATE- c5 MIN./INCH (CLASS 1) BARNSTABLE LIAR L-'0.74 GPD/S.F. SOIL EVALUATOR: SIEVE WILSON P E .DORD OF HEALTH AGENT: P R O J E C T TITLE MIN LEACHING AREA OF SAS.REQUIRED: - - - - � DON RAI OESLAS,.R.S. 550 GPD/0.74 GPD/S.F. =744 S.F.MIN. LEST Pfi 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 PROPOSED SYSIEAI: 6 ROW DIFFUSORS; 1.OF STONE BENEATH CHAMBERS 8 4'OF STONE ON ALL SIDES GS.E 34.Ot G.S.E. = 34.1t G.S.E. = 33.91 G.S.E. = 34.2t 91 Bluff Point Drive SIDEWALL AREA:(12'+56).2'(2)-272 S.F. AID.LOAMY SAND AID;LOW SAND. AID;LOAMY SAND Ap;LOAMY SAND Cotuit,MA BOTTOM AREA(I x 567 -672 S.F. 3- 10.R 2/1 4• 10 TR 2/2 3• 10 TR 3/2 4• 10 YR 2/2 TOTAL VnCTIVE LEACHNG AREA: 944 S.F. - - - B; NOR 5/6;LOAMY SAND B; IOR 5/8;LOAMY SAND B; IOR.5/6;LOAMY SAND B; IOR 5/8;'LOAMY SAND SYSTEM DESIGN CAPACITY=944 SF x 0.74 GPD/SF-698 GPD 14• YB' IS' 12- -SEPTIC TANK SIZING:FUMY COMPARTMENT-550 GPD x 20OX- 1100 GAL SECOND COMPARTMENT-550 GPD x IOOX= 550 GILL Cl: IOM 4/8:MED.SAND CI: 10YR 4/4:MED,SAND C1:-NOR 5/8 MED.SAND_.. Cl;-IOR 416.;.MED.SAND (48 HR AND 24 HR- 1100+550-I GAL) 42' 48• 42•- 48- USE 2➢00 GALLON TWO COMPARTMENT SEPTIC TANK C2; NOR 6/4;MED.SAND C2; NOR b/J;WED.SAND C2; NOR 6/4;MED.SAND C2; 10R 6/6;WED.SAND 132• (PERC O 541 '138• 132' (PERC O 601 138- 'DESIGN SCHEDULE ELEVATION NO WATER OBSERVED NO WATER OBSERMEO NO WATER OBSERVED NO WATER OBSERVED FINISH FLOOR 35.75 EL 23.1 EL 22.6 EL 22.9 EL 22.7 SEWER INVERT AT DWELLING 30.95 SEWER INWRT INTO 2,000 GALLON SEPnC TANK 30.75 - SEWER INVERT OUT OF 2000 GALLON SEPTIC TANK 30.50 SERVER INVERT O7TD 06TRIBUIION BOX 30.1 EILTONBOX 29.93 1 CERTIFY THAT IN APRIL 1995, 1 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED SEWER INVERT INTO LEACHING CHAMBER 29.63 BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS P BOTTOM OF SAS: 27.6J WAS PERFORMED BY ME'CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND o B Y DATE DESCRIPTION NO GROUNDWATER OBSERVED EXPERIENCE DESCRIBED IN 310 CATR 15.017. - SHEET A/ TITLE SIGNATURE DATE Y Z: ,7 Septic System Design { (SE-2 2) Profile&Details s i SWEET No C4.1 DATE-:SEPTEMBER 21, 2017 • Kr SCALE: NOT TO SCALE DRAWN BY:OF CHECKED BY: SAW n y�y..L JOB N O:xO14-052 F 1 L E: 2014-052 SP. Jy - }j � ��� ,..t-.w+-..._.�r ,.ram'..... "'tr. I .- !:T-` ••,f- ,r.-+-N...•-........4 -""- v.. ..� Y .. •4 ' BAXTER NYE ENGFNEEItt;`3G'&.SURVEYING BAXTER NYE ,AH OF kA �- ENGINEERING & I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL t1 yt��^ 1 SURVEYING FLOOD HAZARD AREA. p SHANE GYrAz .� IL� �_ r THIS PLANIS T BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. RFE• 0 MALLON TC' ,' -w;z „:r r r �"' Registered Professional Engineers `REGISTERED PROFESSIONAL LAND SURvEYOR-BAXTER NYE ENaKEERING a SURVEYING / DATE U No.48687 v - F �-� y :' 9. »«*. and Land Surveyors A ss%l Hyannis,78 Street - 3rd Floor Hyannis, Massachusetts 02601 �qHo SUR� �Q Phone - (508) 771-7502 Fax- (508) 771-7622 www.boxter-nye.com N/F ALAN J. SCHLESINGER, TRUSTEE EVERGREEN 69 REALTY TRUST - CERTIFICATE 192452 PARCEL 034-067 i' Z a s N/F JEANNE SULLIVAN MCKEIGUE, TRUSTEE STAMP STAMP - 0o a THE SULLIVAN FAMILY COTUIT REALTY-TRUST - 1982 UO T' DEED BOOK 10610 PAGE 25 1 >'6, ��- GENERAL NOTES PARCEL 034-067 00. I.ME WENT OF THIS FLAN IS TO OM OWN NEW FOUNDATION AT 91 BL►F POINT D9YE LOM AREA 6 � NnEwrasED aF: 61 z PER CURRENT ASSESSORS RENOM15 o®Bom 3304ECH"1PAM 232 RECORD PM BOOK 260 PNE 58 CON SULTAN T . INN COURT RAN 39TIO-E ASSEMI NAP OR PARCEL 066 �J 1 PROJECT BENOHMW AS SENMN ON 90 RAN O 0' O 9 A. ZONING WFDA nw. _ s' ZOEIN DISTRICT:RF 1 h LTA ZONING 87.120SFOM)RS CONSULTANT V0 k' TIN.LOT FRONFiVE a 150' -SI FRONT YARD.70-SUE a REAR YARD-15-/15- 1 NS OHHAY DISIMM RPOD.SAL MAIER MARY ZONE OF CONTRITION DOCK FOR I O- 1\6 a A mte SEARCH H NOT MI N T.MKINS,FOR Tors SITE WERE MAY BE ataNTs BY oTTHDa.EasDJExr,rAIIWs,TNRTDUEs,RM2B OF MAYS 10 ETC HOT aERCTm.F DETERMINED TO BE NEMSSNR1'•A TITLE SFMO1 �� 6Y CONCRETE �], O h SHALL BE PD FURNED BY GPM AND SUPFUED TO WIER NYE PREPARED FOR: BOUND WITH r0 ENmND3aNGaSRYEY9G 10p. DRILL HOLE FOUND /O B RECORD CONSISTING�6��aME+'7,VA �, Beech Tree Lane, LLC /\ (SEE DETAIL #1) �� O" HEREON WERE OBI4M FROM AN ON THE OmuND FIELD SURYEY PERFUMPED BY 23 Executive Drive S0, BAZMa NYE DNaNmwc a SINYEYM ON JNU ARI 5,a 1;2017. Hudson, NH. 03051 7. 0011MNIr PANEL HUMOR 250001 0756 J.EFFECrK ALLY 111,2014 THE ROOD NNSURAKNE RAIE wa CURIES TMs AREA AS ZONE VE(EL 4)a ZONE x(Lw-sweet),®s ESTABLISHED 11/16/'990. O' 1 1 OS 2�9 .9 -0, •0, PROJECT TITLE 2.0' O x > �Oh y L� S 91 Bluff Point Drive Cotuit, MA O �O 2 #91 00 '� S EXISTING FOUNDATION O�o� �o LOCATED 5/24/2018 Lp, 0 If- NOT TO SCALE DETAIL #1 .0. 4j� s O BY DATE DESCRIPTION 26 �, O SHEET TITLE N/F ALAN J. SCHLESINGER, TRUSTEE s' YL� 60 s Foundation EVERGREEN 69 REALTY TRUST CERTIFICATE 192452 00 Certification PARCEL 034-045-001 ' CB/DH HELD SHEET NO FC 11111 0 D AT E:o7/25/1a 10 0 10 20 SCALE IN FEET SCALE:1•=10• CPA— BY:JMC CHECKED BY:SUM JOB N 0:201{-m2 FILE: 2a11-=RSA s a Foundation Certification in Barnstable, MA . Address 91 Bluff Point Drive Pre ared For BEECH TREE LANE LLC Assessor's Map: 034 Lot: 066 Baxter Nye Engineering & Surveying Community Panel Number 250001 0756 J Registered Professional F.I.R.M. Map Zones VE14 (EL. 14.0') & Engineers and Land Surveyors ZONE X (UN—SHADED),CBRS ESTABLISHED 11/16/1990. 78 North Street, 3rd Floor Plan Reference: Land Court Plan 39770—E, Plan Book 280 PG 58 Hyannis, MA 02601 Phone — (508) 771-7502 Fax (508)-771-7622 Owner: BEECH TREE LANE LLC Job Number: 2014-052 Scale 1 " = 80' Date : 06/01/2018 33 �1 o���tiro/ CB/DH FND s,,76?�. eEOF )O/N;, VIC- Rlq��9 R��0 0, CB/DH FWD a o N y CB/DH FND N/F JEANNE SULLIVAN MCKEIGUE, TRUSTEE THE SULLIVAN FAMILY COTUIT A N/F ALAN J. SCHLESINGER, TRUSTEE REALTY TRUST - ° EVERGREEN 69 REALTY TRUST DEED BOOK 10810 PAAGEGE 25 CERTIFICATE 192452 PARCEL 034-087 PARCEL 034-067 z N 01 a.N 3 E N• _N 61 4Z 38 0, z 'J g m CB/DH FND o Z 9' XISTING p E o FDUNDATIDN LATED po�W. 5/24/2 18 N £ d m a' CB/DH HELD c N/F ALAN J. SCHLESINGER, TRUSTEE EVERGREEN 69 REALTY TRUST CERTIFICATE 192452 PARCEL 034-045-D01 'o J CB/DH FND ZP3 0 P Notes: ,P 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. 2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN*HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON JAN 5 & 13 OF 2017, MAY 24, 2018. I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL -' FLOOD HAZARD AREA. �HOFq�, oaf $HANE ybN THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. M. r MALLON -4 No.48687 A9�FESS%0 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING" DATE �qN p SUR�tiy�Q D:\2014\2014-052\SURVEY\WORKSHEET\2014-052-AB.dwg,6/1/2018 4:24:06 PM,Bluebeam PDF f I ---------- ---------- TP`3-5-0._4_ ._ BW 29.45 8 0 TW 35.04 , 3 BW 29.60 B 0 3 3 .0 W 34.34 K S, 3 33.3 3 341BW 29.32 31] ,51 TC 29.48 PLANTER g i ? 3284 :e i.51 33.45) b T 5 . _ •.. �! �. � RESIDENCE SPA � *;t�.�.., ��, '��°"�� � ' •. 3 5. 4 5.0 4- 7-357DI I , PLANTER ryPg f L � TC 29.48 4 TW 34.4-3�k U 1* 1 Ill -7;/ \ 3 i �\ TW 34. 4 il t 6 T111/�34.3 BW 8.50 BW 30.34 1 -,GOTUIL MA PROPOSED RAISED PLANTER CONDITION�9;1�-B�L-UFF=POINT DRIVE, Sheet Reference: 1-2.01� GREGORY LOMBARDI DESIGN Scale: 1°=10'-0" Date: 15 January 2019 2235 Massachusetts Avenue Drawn By: Project Number:17005 Cambridge,Massachusetts 02140 Phone 617.492.2808 Fax 617.492.2904 t I 270 BRONZE MESH FENCE AT INFINITY EDGE: 91 BLUFF POINT • �� � � SEE DE TAR 3/1.4.09 ...:� DRIVE / Cotuit, /BRONZE MESH FENCE: o N /SEE DETAIL 2/1.4.09 in �'+a Y2 Massachusetts 0 6'-6'MAX.PANEL LENGTH VARIES:SEE PLAN Yc a 8'-Ij' BRONZE MESH FENCE: -1O 3Y'XYz'BRONZE FIN - SEE DETAIL j 2/1.4.09 GENERAL NOTES: p �o � 1.A gates and fences shall meet local.state,and national a / BRONZE MESH GATE ! BRONZE MESH GATE: BRONZE H- pool codes and standards. Hryry-yy;; ATTACHMENT-TBD A 4.0 ❑ SEE DETAIL 4/L4.09 - Qi 2.Ali gate hinges to be self closing.Hager spring hinges, 4411-- BRONZE CHANNEL bronze finish. Final location and quantity to be determined by FRAME I'X 1'X%' Fabricator and approved by Landscape Architect during Shop Drawing process. _ 3.All gates to have a bronze gate stop.finish to match latches. Final location to be approved by Landscape Architect in the field prior to installation. _ SEE DETAIL 2/L4.09 o / BRONZE MESH 1Y4' 4.Ali double gates to have a bronze cane bolt,finish to match co o't/1 SQUARE OPENINGS latches.Cane bolt and footing to be approved by Landscape 6 �t---•a - Architect prior to fabrication. �" 5.All wood gate latches shall be self-latching bronze 1O Rectangular Gate Hardware E414-E414 with French Lever n L117 by Rocky Mountain Hardware,dark silicon bronze finish. 6.Fabricator to submit shop drawings based on field ' measurement verification and samples of all metal and hardware for Landscape Architect approval prior to ej1 FENCE LAYOUT t -,3'j BRONZE MESH FENCE PANEL fabrication. 1 SCALE:Ye'=1'-0- - - PLAN SCALE:1'=1'-0' ELEVATION 8. 6,6. 1. Z. 1. 6.6. 1. Z. 1. 6.6. 1' 1' BRONZE MESH 2 POOL FENCE BEYOND TF 36.500 BRONZE MESH FENCE PANEL; SIM:SEE DETAIL 2/L4.08 TW 34.3�4A VENEER Cp Ti�U BW CTIOIv 32�.50� I - T - �q�^ m_ - - - - -- _ WALL:SEE C DETAIL I/L4.01 NOT FORgIvIINJTTING ONLY - - - - - - O - - - - _ FINISHED FOR PY O ( GRADE NORTH 9- E: BW 299,2410 - - GREGORY LOMBARDI DESIGN,INC. Landscape Architecture 2235 Massachusetts Avenue �01 BRONZE MESH FENCE AT INFINf1Y EDGE Cambridge,Massachusetts 02140 SCALE:%'=1'-0' - - ELEVATION Phone 617.492.2808 Fax 617.492.2909 No. Date Comment VARIES SEE L4.07 CUSTOM LATCH; - SEE DETAIL 5/1.4.08 SELF•CLOSING HINGES.COLOR BRONZE `? X BRONZE MESH 1Y4' Date: Scale: X IW WELDED WIRE 1 l v'LDII Vfl� 22 SEPTEMBER 2017 AS SHOWN r MESH f'� Rgect No.: Dtawing by: Checked by: 4 3 Yz'x W BRONZE FIN �rc„ 17005 LC/JK MW/GL BRONZE GATE STOP E $ 2017 BRONZE MESH FENCE PANEL:SEE TOWN OF B SITE DETAILS - FENCE AND DETAIL 2/L4.09 A RNSTA13LE FINISHED GRADE _ RAILINGS [21POOL TE: ALL STRUCTURAL SUPPORTS TO BE ON POOL SIDE OF FENCE. ENCLOSURE FENCE MUST MEET ALL LOCAL.STATE AND NATIONAL POOLDES. L4 . 08 BRONZE MESH GATE `t SCALE:1'=1'•0' ELEVATION 91 BLUFF POINT POOL COPING: DRIVE - SEE DETAIL X/L4.XX 2'-3- 43'-6'FACE OF COPING TO FACE OF COPING 2'-3' PLANT BED COtUIt, POOL COPING 33.34 Massachusetts , 1$WATER LEVEL 32.84 c v�co GUNITE POOL SHELL IIII 2%MAX. _ GENERAL NOTES: SLOPE 1.Ali wall back rains shall a provided and installed y Landscape Contractor. III PITCH PITCH a 2.AD back filling inside of walls shall be installed by POOL SHALLOW Landscape Contractor;rough grade to be brought to 12'from END o' d - <d. a finished grade by General Contractor. Q• ' 'a ' °�` 3.Landscape Contractor shall account for Install of CMU from IIII POOL DEEP I 12'below finished grade and up. END 28.45 _ I 4.See Grading Plan;L2.01 for all finished grades. -III—III—III—)I I-I a —III—I I=I I I— T—III—III—I I 1=III=I�J—III— 5.AD poured-in-place stem walls to receive spray-on i i—i i i—i i i—i i i—i i i—i i i—i i i—i i i—i i i—i i i—i i i—i i i—i i—iTi—i i i—iyi—I�f —1�—III=III=III—Tff—TTT=III=III= =TTT—I I f=T-11=III=III=11 I I—III=III—III=�—TTT NOTE:STRUCTURAL DETAILS TO BE foundation wall waterproof treatment prior to any backfig MAIN DRAIN WITH HYDROSTATIC RELIEF VALVE, PROVIDED BY POOL CONTRACTOR placement. DRAIN TO DRYWELL 6.AD parged wag to receive acrylc base coat and acrylic parged finish;installed per manufacturers instructions. 7.All parged wags to have X"minimum modified mortar latex based setting bed for all stone caps,steps,and joints. 8.All stone wall caps to have Ys'maximum wide mortar joint. 9.Ali brick to match house veneer;1/4'wide max.concave _ shaped mortarjolnts.unless otherwise specified. Mortar 1 POOL SECTION-LONG color to be approved by Landscape Architect. SCALE:%'=1'-0' PLAN 10.AD precast concrete caps to match dimensions.color, and finish of existing precast concrete caps. 11.Contractor must have all appliances on site and check all - dimensions and manufacturers instructions prior to construction of grill area. SPA;SEE DETAIL 2/L4.10 - 1'-6' 8'-0' F.6' 8'-3' 2'-3' 15'-0' F-5- 2'-0- 6' POOL COPING: SEE DETAIL X/LX.XX STONE VENEER RETAIMNG WALL AT POOL:SEE DETAIL 3/L4.01 _ — h POOL COPING 33.34 j POOL WATER LINE 32.84 N CONSTRUCTION I 1—I EII�I I EI (-1 1—TI �� - - - POOL STAIRS - " OOT PE 'C l 11Ni``'VO 1VL 1 111— W==W=W GUNITE POOL SHELL F ll1= JJl—JjI—I �El — — —IE II 1=L=II _ .a - - POOL SHALLOW II=IIEIIE�((=�—_ III=IIEIIEIIL—III=III=IIL—II II=111=III—II ___________ _______________ �END2a.a4 IJ I EI I EI I—III=1 I I�I I El I EI I I—I 11=III—III—I I E�I Il—III I I ;.. POOL DEEP III—I I EI I�I I—III—I I El I I—I I EI I EI I I I I I-1 I El I I I E I 1=I I EI I I—I I __ _= END 28.45 I—III=1 I EI I1 I I E1 I EI I E11 I=1 Ii=1TEI 11—I II I111—I 11—I I _ _ WATER TROUGH NORTH III—I I EI I EI I—I EI I EI 11=11 EI I EI I I—III-11i-111—I 1 EI 1-111-111=11 _ _ _ a.. 11-11— — I-1 I I—I I EI I I= ILI�IEIIEI 1 EI 11-1II—I 1 I-11I-1 I E I —�-1 11 1 I 1 11 1 11 I-111-111=1 1=1 1 1 II1-1 I I-111-11 EI 1 E1 d i I E I 1=1 I FOR INFINITY EDGE 111=11E1 I E1111 I—IL-11-11=1II=11 EI I E1II=111=II1=II1=1I I=11111=1 111=III-11E11I�I+I 1=II1-1I1-1I11 I='1I I1I1=III=III=III=I IEI 11I I III=III 1'I=1111=I I NOTE:STRUCTURAL DETAILS TO BE —J_LI— =L1=L1—W—J.J — —W—W—LL�— —LLL-1LL—W—W—J.Jlll=W—W—W-1.LL— — —ILL- -LLI—J.Jll1 = ui—lll—J.J PROVIDED BY POOL CONTRACTOR GRECORY LOMBARDI DESIGN,INC. —'— — — — — — — — — Landscape Architecture 2235 Massachusetts Avenue �71 POOL AND SPA SECTION Cambridge,Massachusetts 02140 SCALE:%'=1'-0' - SECTION Phone 617.492.2808 Fax 617.492.2904 No. Dare Conunmt - .. `4e Y a�J u � O �o\\ �00 1; ate: Scan: 22 SEPTEMBER 2017 AS SHOWN Project No.: Drawing by: Checked by. 17005 LC/JK MW/GL v A10 SITE DETAILS - POOL 0 L4 . 10 STONE WALL CAP;Y CAP STONES TO BE FULL WIDTH FINISH GRADE,CONDITION 6' VARIES;SEE PLANS 2-3" FINISH GRADE STONE CAP;1/2'MAX.MORTAR SETTING 91 BLUFF POINT 35.74 -6• GRANITE BLOCK VENEER:RAKE 1'- 1• GRANITE BLOCK VENEER;RAKE JOINTS BED;Y,OF CAP STONES TO BE FULL WIDTH DRIVE TO A DEPTH OF 2'MIN.;SEE 4/L4.01 22 fx MORTAR BACK 2'MIN.FROM FACE OF GRANITE BLOCK VENEER;RAKE JOINTS It a, \ \ \ FOR CHARACTER IMAGE io WALL;Y OF CAP STONES TO BE FULL a �� _ BACK 2'FROM FACE OF WALL;SEE DETAIL O _ — 2'0 WEEPHOLE 104Y O.C.MAX.;NO PIPE WIDTH:SEE 4/1.4.01 FOR WALL V 41L4.01 FOR CHARACTER IMAGE o —_— VISIBLE AT FACE OF WALL;SCREEN ON END ;,, CHARACTER IMAGE #4 REBAR AT 18'O.C. OtUlt, =I I= #4 REBAR AT 18'O.C. 33 I I—I `� — _ #4 REBAR AT 18'O.C. cd I I=I III 2,0 WEEPHOLE 10'-0'O.C.MAX.;NO PIPE Massachusetts u _ — #4 REBAR AT 36'O.C. •..f b — — — MIRAFI 140N FILTER FABRIC i° MIRAFI 140 N FILTER FABRIC 1n VISIBLE AT FACE OF WALL:SCREEN ON END II' 8' — — #4 REBAR AT 36'O.C. El I#4 REBAR AT 36'O.C.VERT. _ #4 REBAR AT 36'O.C.VERT. rn �_ _ �_ #4 REBAR AT 36'O.C. _ 8• 10' _ — #6 REBAR AT 18'VERT. I—I — #4 REBAR AT 36'O.C.VERT. fO_ #6 REBAR AT 18'O.C. �7 COMPACTED Yi CRUSHED STONE b I J t( COMPACT Y'CRUSHED STONE GENERAL NOTES: COMPACTED%'CRUSHED STONE REINFORCED CONCRETE FOOTING I I�I I 8' 1°7'. — — _ 4'0 PERFORATED PIPE;CONNECT TO c _ _ MIRAFI 140N FILTER FABRIC I.A w backrains shall e provided an installed y AND STEM WALL:TO BE INTEGRATED I—III—I Landscape Contractor. DRAIN SYSTEM.TYPICAL WITH HOUSE FOUNDATION WALL #6 REBAR AT 18'VERT. _2' 2' 2.Ali back filing inside of walls shall be installed by (4)#4 BARS CONT.AT TOP AND BOTTOM #6 REBAR AT 18'VERT. I—III —III= — #6 REBAR AT 18'O.C. Landscape Contractor:rough grade to be brought to 12'from AT 18,O.C. I— _ 4'0 PERFORATED PIPE;CONNECT TO DRAIN finished grade by General Contractor. N SYSTEM.TYPICAL 3.Landscape Contractor shag account for install of CMU from REINFORCED CONCRETE I 12'below finished grade and u I(—I FOOTING AND STEM WALL (4)#4 BARS CONT.TOP AND BOTTOM g p• b 4.See Grading Plan:L2.01 for all finished grades. _ Will #4 REBAR AT 36'O.C. I I=� #6 REBAR AT 18'O.C. 5.Ali poured-in-place stem wags to receive spray-on — =III=III= COMPACTED DENSE GRADE — —I REINFORCED POURED-IN-PLACE CONCRETE foundation wall waterproof treatment prior to any backfiil W— =III. AGGREGATE BASE STEM WALL AND FOOTING III—I I—III—III—i COMPACTED OR UNDISTURBED placement. 1'-6' 4'-2' 2'-3' 3'-5 #4 REBAR AT 36'O.C. 6.AD parged wag to receive acrylic base coat and acrylic SUBGRADE COMPACTED DENSE GRADE AGGREGATE parged finish;installed per manufacturers instructions. BASE 7.Ali parged walls to have Y•minimum modified mortar latex COMPACTED OR UNDISTURBED SUBGRADE based setting bed for all stone caps,steps.and joints. ONE VENEER RETAINING WALL �7\ STONE VENEER RETAINING WALL AT UPPER TERRACE �j\ STONE VENEER RETAINING WALL AT POOL 8.Ali stone wall caps to have ne maximum wide mortar Joint. 9.All brick to match house veneer:1/4'wide max.concave SCALE:Y•=1'-0' SECTION SCALE:Yz•=1'-0' SECTION J SCALE:Y2;,-1'-0' SECTION shaped mortarjoints,unless otherwise specified. Mortar 4'-0' 1'•6' 1-21 color to be approved by Landscape Architect. HANDRAIL AT BASEMENT WALKOUT ,y 3 10.Ali precast concrete caps to match dimensions.color. STAIRS;SEE X1L4.OX -I FINISHED GRADE CONDITION VARIES and finish of existing precast concrete caps. STONE VENEER RETAINING WALL AT y� `�T STONE CAP;SEE STONE SCHEDULE t L Contractor a must have all appliances on site and check an BASEMENT WALKOUT:SEE DETAIL -�: •"�'F - — dimensions and manufacturers instructions prior to r. �,r.,`, j �.pr+� c,r r't•- z_y _ _ �I I I—III—I STONE 1 I MORTAR SETTING BED FOR STONE TYPE.SIZE�D FINISH;Yz'MAX. construction of grill area. STONE STEPS BEYOND �'�*• .r �=I— STONE STEP AT BASEMENT �I �I I=III=I I=I GALVANIZED MASONRY TIES.TYP. WALKOUT;SEE DETAIL X/L4.OX I_�= — GRANITE BLOCK VENEER;RAKE BACK 8'CMU SHELF GROUTED SOLID i MORTAR 2'MIN.;SEE 4/1.4.01 FOR WALL ••t '�'�; wt '4 ` . .. - I STAINLESS STEEL PIN CMU TO L=I I—III—I I—I CHARACTER IMAGE >a I I=1 I 1=I I CONCRETE FOOTING :O — — STONE PAVER:SEE DETAIL X/L4.0X 4•STONE VENEER:RAKE JOINTS •m -I(I—III—III—III—I 2°0 WEEP HOLE 1d-O'O.C.MAX;NO PIPE BACK 2'MIN.:MORTAR SETTING BED !h =�=I VISIBLE AT FACE OF WALL:SCREEN ON END R '� III=I I III III #4 REBAR AT 18'O.C. — _� IIIIII =LU= #4 REBAR AT 18'O.C. — #4 REBAR AT 36'O.C.VERT. #4 REBAR AT 36.O.C._ _ #6 REBAR AT 18•VERT. Q — _ _ #4 REBAR AT 36'O.C.VERT. SAND OR GRAVEL FILL UNDER STAIRS _ #6 REBAR AT 18'VERT. C`[10N to _ #6 REBAR AT 18'O.C. = I — — MIRAFI 140N FILTER FABRIC CONSTRU REINFORCED CONCRETE RETAINING b _ _ _-- #6 REBAR AT 18'O.C. N OTC FOP, ING ONLY r.__ ' ,..Kx• +`y; �' _ - WALL b ii—. 10' A 4°0 PERFORATED PIPE;CONNECT TO I—III' COMPACTED Y'CRUSHED STONE r pERTIIITT DRAINAGE SYSTEM.TYP. I I=Z• 2• I I=I I=III=III=I 4'0 PERFORATED PIPE;CONNECT TO r ".a ' � -w''• ��T f '� I I=I �I —I I=L=III (4)#4 BARS CONT.TOP AND BOTTOM �, �� • r°.� _ — — — DRAINAGE SYSTEM.TYP. �.`'- Ai6.. r-(1 ��',r 'N'� *��� K+j�y�},ry,�( •'� I I=I I�I °° e #6 REBAR AT 18'O.C. I—III —I (4)#4 BARS CONT.TOP AND BOTTOM oauer. #6 REBAR AT 18'O.C. -�„ sj b �"r� -- **�ir✓�i1•(} -' I I=I I( #9 REBAR AT 36'O.C. I q 4+`"'" ' ";�, Jp• — - REINFORCED CONCRETE FOOTING •,X, + '��>:-„k•t. 'sue'►+" r b — — — COMPACTED 3/'GRAVEL BASE lilt — I _ COMPACTED DENSE GRADE AGGREGATE b - #4REBARAT36'O.C. NORTH _ 1'-6'- COMPACTED OR UNDISTURBED ,, — - — BASE SUBGRADE 1-' 1-22 4'-2' COMPACTED OR UNDISTURBED SUBGRADE GREGORY LOMBARDI DESIGN,INC. WALL CHARACTER IMAGE �C�STONE VENEER RETAINING WALL WITH STAIRS AT BASEMENT WALKOUT G STONE VENEER RETAINING WALL AT BASEMENT WALK-OUT Landscape Architecture `3 SCALE:NTS IMAGE `J SCALE:Yz'=1'-0' SECTION V SCALE:Y'=1'-0' SECTION 2235 Massachusetts Avenue Cambridge,Massachusetts 02140 STEPS BEYOND Phone 617.492.2808 Fax 617.492.2904 FULL THICKNESS STONE STEP:SEE STONE V-6. GRANITE BLOCK VENEER:RAKE 1%6' 3'4- 1'-6' POOL ENCLOSURE SCHEDULE FOR SIZE.TYPE,AND FINISH - MORTAR BACK 2'MIN.FROM FACE OF FENCE:SEE DETAIL c No. Dace Comment HANDRAIL:SEE DETAIL X/L4.OX - WALL:Y OF CAP TO STONES TO BE WILCOX FULL WIDTH SEE DETAIL 4/1.4.01 FOR r FINISH GRADE. — _ Y'MIN.MORTAR SETTING BED '� z'� WALL CHARACTER IMAGE a M / /\/ /' CONDITIONS VARIES —I I�I 1=III=III= >0 > _ = GALVANIZED MASONRY TIES,TYP. — FINISH GRADE.CONDITION VARIES: — __ STONE STEP:SEE > GRANITE BLOCK VENEER;RAKE BACK MORTAR 4g III I II I II I I II II SEE PLANS F- 10'.4' 11 El I I=I I I=I I DETAIL X/L4.OX 5a — GALVANIZED MASONRY TIES,TYP. _ `° _— _ MARAFI 140N FILTER V V I I I I=I I�ll 2'MIN.:SEE DETAIL 4/1.4.01 FOR WALL U — FABRIC m I I�I I I—I I�I I I= CHARACTER IMAGE m ° — #4 REBAR AT 12'O.C.HORIZ. —III= _ _ #9 REBAR AT 36'O.C. MIRAFI 140N FILTER FABRIC #4 REBAR AT 36'O.C.HORIZ. Y r� _�= 1., #4 REBAR AT 18'O.C. Dare _ _ I — MARAFI 140N FILTER FABRIC I — — #4 REBAR AT 36'O.C. COMPACTED 'CRUSHED STONE 'a — 2.0 WEEP HOLE 10'-0'O.C.MAX;NO —= VERT.BAR SEPTEMBER 2017 AS SHOWN 2'0 WEEPHOLE 1 V-17 O.C.MAX;NO PIPE _�= I PIPE VISIBLE AT FACE OF WALL; _III_—� ICI I—I I #6 REBAR AT 18'VERT. _ I VISIBLE AT FACE OF WALL:SCREEN ON END SCREEN ON END —1J1=1I1— #6 REBAR AT 18'O.C. Pmlecr No.: Dmxvrg by Checked by: —III=III= — #4 REBAR AT 18'O.C. - III=I I 4'0 PERFORATED PIPE; #4 REBAR AT 48'O.C.VERT. _ 17005 LC/JK MW/GL a, — _ — #4 REBAR AT 36'O.C. " _ _ — COMPACTED Y'CRUSHED STONE g I =— I CONNECT TO DRAIN 1 11- — _ #6 REBAR AT 12'O.C.VERT. io ° — I I SYSTEM.TYPICAL #4 REBAR AT 36'O.C.VERT. I I-- III #6 REBAR AT 18'O.C. — #6 REBAR AT 18'VERT. I I I�—I II LI I�_ _ #6 REBAR AT 12'O.C.VERT. b_ 4a';10'°'8' 8' ° I — I— REINFORCED e I I I=I I -I I = 4'0 PERFORATED PIPE;CONNECT TO ° b 4 ., I #6 REBAR AT IS'O.C. _ 'I.< — — = DRAIN SYSTEM,TYPICAL I I I I= I I CONCRETE FOOTING =1 4 to — _ z III=_—I I SITE DETAILS - WALLS 4'0 PERFORATED PIPE;CONNECT TO #6 REBAR AT 12'O.C. I I •° 2 —I= I I (4)#4 BARS CONT.TOP DRAINAGE SYSTEM,TYP. "' ,, °'• REINFORCED CONCRETE FOOTING AND BOTTOM I—I2 °2 I I-� AND STEM WALL I -4 #4 REBAR AT 36'O.C. �— #6 REBAR AT IS'O.C. #4 REBAR AT 12'D.C. I COMPACTED DENSE ' —I (4)#4 BARS CONT.TOP AND BOTTOM �= 2X4 KEYWAY N �+ GRADE AGGREGATE I — _I (4)#4 BARS CONT. b BASE REINFORCED CONCRETE FOOTING I I I=I I I=L=I I�.— ° #4 REBAR AT 36'O.C. COMPACTED DENSE GRADE COMPACTED OR COMPACTED DENSE GRADE AGGREGATE BASE I ITI II I II I II I I I II I II Ii -III—I AGGREGATE BASE _ Iq' I'-104'_ =2'-7Z'- -I'-10'- 3'-93�'- UNDISTURBED 4'-2- — COMPACTED OR UNDISTURBED SUBGRADE IZ' 1'-6' 4-72 SUBGRADE COMPACTED OR UNDISTURBED — — — — — SUBGRADE L4 . 01 WALL AT POOL STEPS p STONE VENEER RETAINING WALL AT POOL TERRACE STONE VENEER RETAINING WALL AT BASEMENT STEPS SCALE:Yz'=1'-0' SECTION SCALE:Y'=1'-0' SECTION SCALE:Y•=1'-0' SECTION 0 LEGEND PROPERTY LINE 91 BLUFF POINT ZONING SETBACK \ �(\ j�V LIMIT OF HEAVY CONSTRUCTION R' - 50 - EXISTING CONTOUR COtult, �//O \ \ II / \� \ \ ♦ - 50 - PROPOSED CONTOUR Massachusetts - 59 AND]00'BUFFERS \ 1 / \ \ \ /♦ ------- PEDESTRIAN ACCESS RIGHT OF WAY GENERAL NOTES: \ ♦ - MEAN HIGH WATER LINE ---- 1 � `� \ \ ♦ 1.All site conditions 12-inches below finished grade are not \ /1 `pR \ ♦ TREE PROTECTION FENCE included In the scope of work by Landscape Architect. 1 OPeRTY \ ♦ 2.Existing underground utilities have been plotted from EXISTING DECIDUOUS drawings and shall be deemed approximate only. Contractor TREE TO REMAIN shall verify all utility locations and elevations before excavation. Before construction starts all utility companies. �y \ EXISTING EVERGREEN TREE TO REMAIN public and private must be contacted including those in \ \ m � / / \ `�� o •/ \ I control of utilities not shown on this plan.Contact'Dig Safe' PROPOSED WALL and report any discrepancies in writing to the Landscape / \ / - T ���♦ I I Architect and receive written instructions before proceeding. �� / \ \ ��Q��♦ I PROPOSED WALL WITH CAP 3.Contractor Shan verify all existing grades in field and report \ 1 � / / / ♦ - / AI any discrepancies to the Landscape Architect. FACE OF RISER . j\ I 4.Maintain existing grade at root Bare of existing trees to 330 \ \ Q. / r5 I• I � remain,unless otherwise specified by Landscape Architect. t 1600 SPOT ELEVATION / \ 34 18 / / I \ I . 5.Grade surfaces to assure positive drainage from all 34.00 +3 .00 34. RIM 33. 6 I FFE FINISHED FLOOR ELEVATION structures and to prevent ponding of surface drainage. / BW 33 9 � TF 37.30 I 6.AB stairs and stoops shall have a wash,not to exceed 1/4' 33.56 t + TW 34.3A 34.3A� ♦ J I TIN TOP OF WALL per foot unless specified otherwise by Landscape Architect. 1 \ A FE 3 0 }} ;- r} RIM 32.90 r B 50 �� / I I 7.Provide vertical curves at all abrupt changes in grade _ __I I T5.33.34 + TF 36.5 I .BW BOTTOM OF WALL unless otherwise noted. Blend the line and gmde of new 34.3 ♦-, - / 33.31 - 3 0 i, I earthwork smoothly into existing grade. i RIM 28.10 -34.3 �� I TP TOP OF PIER 8.Pitch evenly between spot grading.Any discrepancies not 12 / BP BOTTOM OF PIER allowing an even pitch to occur shall be reported to the / / T 34.82 4,16 ; +28.25/ \ - I Landscape Architect prior to continuing work. TS TOP OF STEP 9.Maintain the integrity of the existing drainage system at all times.Rim elevations of all drainage structures shall be set BS BOTTOM OF STEP Bush with surrounding grades so as to not cause a trip edge. . / / \ ♦ RIM 28.f 10.Non-machine excavation around existing trees:no cutting 33.84 33.01 \ TC TOP OF CURB of roots greater than 2'of diameter,pack gravel base around 30 root and tamp solid by hand as needed. -34-87 ♦♦ BW/RIM 35.25 32.90' W .329 Z� /\ BC BOTTOM OF CURB RIM 33.31 33.3 s BW 33.59 TF TOP OF FENCE / - / / .T W 34-=$9-\ / TR TOP OF RAILING / / ♦ i WATER \ ♦ )\�\� / RIM/rD INLET/fRENCHDRAIN - STRUCTION TW 35.74 I J BS 3 . 34.8 ,-�\ f RIM 35.04 i i / / 0 PRECAST CATCH BASIN NOT FOR CON ONLY TS 3�.04 BS 33.49 / / - / / R PEWITTING / / � MOTOR TS 35 -I=- / COURT BS3 . \E35.75 j, I +BS35.25 OSPA 0 +33.49 41T'-F X L�0' ` \\ram-, 29FO . l j RESIDENCE I TS 35.04 S 33.49 .I / - BS 3 FFE 35.75 RIM 35.04 ( 1 / / // / / / / / / / / / / / / NORTH 34.87 TW 35.74 ; / /-_ / / ♦/ / / / / / / / / / / //// // GREGORY LOMBARDf DESIGN.INC. RIMS3.31 C2 890 ' / '/ // // / // // / / / / / Landscape Architecture / / / 2235 Massachusetts Avenue W/R M 35.2 - 1 4.34 / I� / / / / / / / / / / / / / / / Cambridge,Massachusetts 02140 34.71 +5.11 35. \� , i i T 1 34 i // // / / / / / / / / / / / / / Phone 617.492.2808 Fax 617.492.2904 -- -- - / 4-78 \\ 35.23 5 I i 24.69 .34 _ 8 so / i 35.2s I RIM z�47 / // / / / No. Do. co-t / i® 30. / / / / / / / / / /\ \ I u BASEME / FFE 35.25 FFE 35.75 / FFE 25.19 24.4 2% R� 0 / / \ / B24.6s s�sso i 30. s 3476 / - -- -=--- --.TW\3 .8 1 / ' r13 34. 3- 34.28 T 1 \ Dole; Scale: - �_ ©©® -... _ . 0+ N 30.60 / / / / / 22 SEPTEMBER 2017 1'=10'-0' 0 19 \` / 34.51 34.51 BS 32. 1 T 30.80 .87 \ _ / .59 / / 34.5 TS 34.14 +BS 32.59 / S 30.96 I . '-I / /_� - Project No.: Drawing by: Checked by: \`_ / TS 31.9 30.92 �S 29.15 .32 �-- 17005 LC/JK MW/GL \ 34 39.39 4.39 ` . 9ti 1 11 I 1 I 1 1 1 1 I I i I I I i I ROPpR7y LlN�_ , / / •j �! / // ' 1 II 11 1 t t 1 11 11 1 1 11 JI�- \ j An I / \ j / ,. / / i I �!_L 1�- r- 1 1 i ► I I i I GRADING PLAN Wit ° Il I L2 . 01 W µ. m a b f' 0 I a I I L_ LEGEND PROPERTY LINE 9.1 BLUFF POINT ZONING SETBACK DRIVE \ \ LIMY OF HEAVY CONSTRUCTION 50 — EXISTING CONTOUR COtuit, 50'AND 100'BUFFERS O \\ II � \� \ j♦ �--�— TREE PROTECTION FENCE Massachusetts \ 1 / \ \ �♦ O EXISTING DECIDUOUS \ \ TREE TO REMAIN \ � GENERAL NOTES: EXISTING EVERGREEN 1 ` `\ \ \ ;♦ TREE TO REMAIN 1.Ali line and grade work per drawings and specifications shall be laid out by a Registered Civil Engineer or surveyor 1 \ I 0 PROPOSED WALL engaged by the Contractor. ` PROPOSED WALL WITH CAP 2.All lines and dimensions are parallel or perpendicular to the Imes trom which they are measured unless otherwise indicated. 3.Ali dimensions are from face of building foundation,wall or / I curb unless otherwise noted. ` 1 1 —7'-51. MATERIALS LIST 4.The dimensions shown on the drawings show design intent I S'- 0i'� 2 25'-9' \ ! ;♦ ( I and must be field verified prior to preparation of Shop / \ \ !♦ I I O STONE VENEER RETAINING WALL.SEE Drawings.Shop Drawings for all paving layout shall be based 1/L4.01 on actual layout and field measurement by the Contractor. ! % / \�\ ♦� I ( 2 STONE VENEER RETAINING WALL 5.Contractor shall stake the centedine and edges of all AT UPPER TERRACE.SEE 2/L9.01 elements in the field for approval by the Landscape Architect STONE VENEER RETAINING WALL prior to beginning the work. 9 1'-6• ♦ t I O AT POOL,SEE 3/L4.01 6.Restore existing conditions,including repaving,resetting 8 -•10 1 I I O STONE VENEER RETAINING WALL WITH site improvements,and seeding,as necessary in areas of ! \/ / 1 ♦ ) I STAIRS AT BASEMENT WALK OUT.SEE 5/L4.01 proposed utility improvements. \ / r �� -� �♦` / I I STONE VENEER RETAINING WALL AT 7.Contractor is responsible for documenting the locations of !� ®� • t0 t I O BASEMENT WALKOUT,SEE 6/1.4.01 any existing site elements to be reset in their same horizontal M09-22l' location.STONE VENEER RETAINING WALLAT POOL STEPS.SEE 7/L4.01 8.Provide(3)2'PVC schedule 90 pipe sleeves under new STONE AT POOL NEERTERR RETSEE 8G WA1Lpavement as shown on the Sleeving Plan. / ® STONE VENEER RETAINING WALL AT BASEMENT STEPS.SEE 9/L4.01 \ BRONZE MESH FENCE. / \ j \ma SEE ZfL4.09 BRONZE MESH POOL FENCE AT INFINITY EDGE WALL,SEE 3/L4.09 BRONZE MESH GATE,SEE 4/L4.09 12 POOL,SEE 1/L4.10 18'-4' 2'-6. O// 13 SPA.SEE2/L4.10 NSTRUCTION o / I i N T��' / NOT FOR CO G ONLY / IN/ ERTIII`I'T r l / FOR P F10TOR —I—— I 12 - - / \ \\ - ___ / � \ s- ENTER LINE / / ♦ / / / COURT \ / I - �� , OF DOORS / / RESIDENCE I / ♦ / / / / / � I V=p � / / / NORTH - GREGORY LOMBARDI DESIGN,INC. ♦/ / / / / / / / / / landscape Architecture 2235 Massachusetts Avenue Cambridge.Massachuseus 02140 ( Phone 617.492.2808 Fax 617.492.2904 /\ • r� 7 / /////////// //// /// No. o- c—t 6 — / i 1,.0. /r \ ©©® U 1 \ 1 I 1 //// ///// t i/ / ?�j/////, 22 SEPTEMBER 2017 1 =10%0• 0 10' \ / ` _ j / / / I ` / / / / Pr ject No, !).l g by: Checked by: _ / \ ! I 1 l _ ) 1 I I 17005 LC/JK MW/GL LAYOUT AND 15-6 /20'-9 MATERIALS PLAN L 101 I;