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HomeMy WebLinkAbout0083 HINCKLEY ROAD 93 k1i'Y)c-01 _Wdl ,. national rod r ' 'BUILDING DEPT.,' Mr. Brian Florence CBO 200 Main Street 'JUN,0 3 2020 ' Hyannis, MA 02601 - TOWN OF BARNSTABLE Brian, r F i Please see enclosed the as-built drawings for the Hyannis Regulator.Station project on Hinckley Rd. Thank you, A Nicole Begnal Project Manager Nicole.begnalgnationalgrid.com . (781) 227-0895 , . Town of Barnstable x` FTHE t Building Department Services , y� ~s Brian Florence, CBO ���o sexivsTnat.i'„ Building Commissioner BARNS TABLE * nsass. $ 200 Main Street, Hyannis, MA 02601 &`"s'"°E'` r°" '`°ti°•Y."U a psc•+;wus.osiF:y: 'n ac+nx 1639. �� 1639-2014 ArFD MA'S A www.tOWn.barnstable.ma.uS 575 Office: 508-862-4038 Fax: 508-790-6230 March 22, 2019 National Grid C/o Mr. William Ciocca Manager, Community & Customer Management 127 Whites Path South Yarmouth, MA 02664 RE: Site Plan Review#019-19 National Grid 8 H nckl R d;Hyannis,MA�J Map 311, Parcel 051 Proposal: National Grid intends to finalize a 100' x 25' easement on the 83 Hinckley Road property approved for use as overflow parking for the Revival_Presbyterian Church of CC(SPR 019-14). Location of a below grade gas regulator vault in this parking lot is proposed by lease agreement. This is part of a planned long term upgrade of existing gas regulation facilities. The project would allow the following: existing gas regulator vault in the Hyannis Airport Rotary will be abandoned, removed;a 10"gas main on Iyannough Road(Rt.28)will be abandoned. A gas valve vault on the corner of Rt.28 and Ridgewood Ave will be abandoned removed and backfilled. The existing above grade gas regulation facility at Cape Cod Auto Connection, 152 Ridgewood Avenue will be abandoned and above grade piping removed. This project is in alignment with future Cape Cod Commission"Hyannis Access Study Implementation"&Mass DOT plans for development of this Rt. 132 and Rt.28 corridor. Dear Mr. Ciocca: At the informal site plan review meeting held March 19, 2019, the above proposal received-an approval from the Site Review Committee subject to the following: • Approval is based upon, and must be constructed significantly in compliance with, site plans entitled"Proposed Site Plan, Hyannis Rotary Design, 290 Iyannough Rd., Hyannis, MA".two sheets, dated December 17, 2018 prepared by Process Pipeline Services, Plainville, MA; and"Hyannis Regulator Station Replacement"hand out dated March 19, 2019, outlining the project and timelines for same. • A road opening permit is required to be obtained from DPW. Coordination/consultation with DPW and Hyannis FD regarding traffic management and timing for implementation will be necessary. DPW Contact: Amanda Ruggiero, Interim Town Engineer, DPW 508-790-6400 Amanda.Ruggierogtown.barnstable.ma.us. Hyannis FD Contact: Deputy Chief Dean Melanson, Hyannis FD 508-775-1300 dmelanson@hyannisfire.org. • Deputy Chief Dean Melanson, Hyannis FD has requested confirmation that setback standards from cars in the adjacent parking lot, which are considered an ignition source, will be met. • Applicant must obtain all other applicable permits,licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Deputy Chief Dean Melanson, Hyannis FD Amanda Ruggiero, Interim Town Engineer, DPW 1ME Town of Barnst Planning& W(WeRARNSTA .. eRo��e�ovr�ENro� 2,. 9p1 Barnstable.Historical i o z T * MUMSTABM M.se MA & 200 Main Street,Hyannis,Massa,-. 0 Yo1 16 3,t p�� Phone(508)862 4787 Fax(508)8624184 erm.loganktown.bamstable:ma.us of 0aRN5 Elizabeth Jenkins,Director COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks r DECISION v ` ct; - Summary: Demolition Delay Not Imposed Pursuant to Chapter.112 Historic Propertiek Section 112-3 F ' Applicant/Property Owner: BW Residential LLC Subject Property: 23 Atlantic Avenue,'Hyannis Port Assessor's Map/Parcel: 286/001/000 Hearing Date: March 19,2019 = Pursuant to the Barnstable Historical Commission receiving your notice of intent on February 21, 2019, a duly advertised and noticed public hearing was held on March 19, 2019 to determine whether the significant structure identified as a single family dwelling on this property is a preferably preserved significant buildings and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 23 Atlantic Avenue,Hyannis Port. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112F the partial demolition of the single family dwelling is not a preferably preserved significant building. • In accordance with Chapter 112-3 F,the Commission determined by a unanimous vote that the partial demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the.demolition described in the notice of intent submitted on February 21, 2019. No future demolition shall be.permitted without application and approval from the Barnstable Historical Commission. Nancy Clark,Chair Date cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk 200.Main Street,Hyannis,MA 02601(p)508-862-4787(f)508-862-4784 367 Main Street,Hyannis,MA 02601(p)508-862-4678(f)508-862-4782 i Town of Barnstable `"NMASS.ST"B BARNSTABLE 9 Regulatory Services 16�9' ,0 �54T�tI15'�iY..TEa1R IE.�VRfYi&ti!5&.E �EnMp'�s Richard V. Scali,Director 55 Building Division Thomas Perry, CBO. Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us September 25, 2014 f Revival Presbyterian Church of Cape Cod c/o John W. Kenney, Attorney at Law 1550 Falmouth Road, Suite 12 t Centerville, MA 02632 = RE: Site Plan Review#019-14 Revival Presbyterian Church'of Cape Cod 83 & 90 Hinckley Road& 571 Iyannough Road, Hyannis, MA Map 311, Parcels 051, 043 and 099 Proposal: Renovate an existing building and site and convert to a 300-seat church. Cl6se two existing curb cuts onto Route 28 and reduce the open curb cuts along Hinckley Road: Dear Attorney Kenney: Please be advised that subsequent to formal site plan review held August 21, 2014, revised plans for the above proposal have been administratively approved subject to the following: • Approval is based upon and must.be substantially constructed in accordance with plans entitled "Site Plan of Land in Hyannis, MA#90 Hinckley Road", consisting of three sheets: Sheet 1 dated July 14, 2014 last revised September 16, 2014, Sheet 2 dated July 14, 2014 "Existing Conditions"; and Sheet 3, "Landscape Plan", dated September 3, 2014, last revised September 16, 2014; and, inset sheet depicting Hyannis FD Ladder Truck turn template adequacy; prepared by y Down Cape Engineering, Inc., Yarmouthport, MA for Revival Presbyterian Church of Cape Cod. Elevations and Floor Plans by JB Designs, West Barnstable, MA, six sheets, dated Apri1,16, 2014 with last revision to'sheet two July.4, 2014 depicting removal of the kitchen and provision of ramp. to alter. • Conditions of Mass DOT Permit# 5-2014-0402 dated August 25, 2014 (attached)for closing of two drives in the Route 28 layout. • Approval and an agreement must be made with DPW for proposed improvements within Hinckley Road layout. Improvements made in the road layout should not be considered permanent and may require removal if Hinckley Road is widened in the future. • Road opening permits must be obtained from DPW for work in Hinckley Road layout. • Design and installation of painted.crosswalk and signage must meet DPW standards for same and. requires permits from DPW. • Consultation and approval of Hyannis FD for final location of FDC and all other Hyannis Fire Department safety standards and equipment is required. Final floor plans and final landscape plan must coincide and depict location of FD equipment and connections at the building permit stage. • Existing oil/water separator, floor drains and any other abandoned equipment must be removed: • Consultation with the Health Department regarding requirements for catering, if proposed, is recommended. • The holding of a special event that may exceed the parking as provided in this application will require prior separate review by the Building Commissioner to confirm parking adequacy. ' • Applicant must obtain all other applicable permits, licenses and approvals'required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with.the approved site plan(Zoning Section 240-105.(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. , A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator. CC: Torn Perry, Building Commissioner , Dean Melanson, Hyannis FD ' Roger Parsons—DPW Health Dept. Dan Ojala, PE,'.Down Cape Eng. Attachment: MassDOT Permit# 5-20141-0402 r 7T REFERENCE PLANS r 25'a� 1. LCC N0. 11519 1.r` l GAS VAL VE / 2. SITE PLAN, HYANNIS REGULATOR VAULT, 83 HINKLi. a, 144eANNIS, "") SEPTEMBER 11, 2019, PREPARED BY PROCESS PIPELINE SERVICES r K�gyNE�/F r rr s\ NOTES oy E.1-is N���gpppC'Y [DING r r .1 OWNER OF RECORD OF MAP 31 LOT 51: N/F RFE'' -rvr +pq '� CAPE COD . BDILDI DEED REFERENCE TO PARCEL IS L.C. CERT. 2029C 2. 311-51 INDICATES TAX MAP AND LOT NUMBER. JUN O ° rrQ i 0 ° c Q 3. THE PURPOSE OF THIS PLAN IS TO SHOW AS-BU ` °aT 311-51 AS OF THE DATE JOWN OF BA AS-BUILT SURVEY. o J f r 4. AS-BUILT FIELD SURVEY PERFORMED ON MARCH i' �" = ?STRUCTION EQUIPMENT AND SUPPLIES AND DEBRIS STORED WITHIN THE AS-B1* 1,SCURED SURFACE MAIL AT THE w 1' TIME OF AS-BUILT SURVEY. 5. HORIZONTAL DATUM: MASS STATE PLANE NAD 83 VERTICAL DATUM: NAVD88 ESTABLISHED UTILIZING KEYNET POST PROCESSING. N ; / BENCHMARKS SET: AS NOTED CC PO104i E. WOOD 6. UTILITIES WERE COMPILED FROM FIELD EVIDENCE �' � L' 11. r 10 H EMTR UP344/16/ r _A FROM UTILITY COMPANIES AND THE D15COIV NETT/344/16 TOWN OF BARNSTABLE. THE LOCATION OF ANY UN` IND Lfr,PJT•:' ' -11ON SHOWN ON THIS PLAN IS I / APPROXIMATE. TFMORAN INC. MAKES NO CLAIM T "CL,?i ACY C. ' CIIENESS OF UNDERGROUND UTILITIES SHOWN. PRIOR TO ANY EXCAVATION ON Fyt CONTACT DIG-SAFE AT 811. LSA 7. PROPERTY AND STREET LINES ARE SHOWN CRAPHICA ' r'.L" TLC LAND COURT MONUMENTATION. r r LEGEND ASPHAL T r O PARK/NG / r r BCC '77WER M NHC-,`.3_ QS LOT J r BITUMINOUS CONCRETE CURB .i , SLOPED GRANITE CURB ;GC CATCH BA'S N j SGC N VERTICAL GRANITE CURB — 311-51 V / r CONCRETE CURB — -RtSFt ,�?> �x� a ,. E wv N/F r CCBC W97R C-A F. Rf-WI/AL PRESBYTER/AN ' CAPE COD BERM CURB — N CHURCH OF CAPE COD ,l ; — `MM !.fie """' ` 1) ' C. 202908 ; EDGE OF PAVEMENT ,Qc L.C. 11519K ' EDGE OF GRAVEL — — — — — — — •� o / x 200 5 ' aft s,I rI . ` DASHED SOLID WHITE LINE 200 OSLW ,-- � , r 55LW - - -202- - SINGLE SO_ID WHITE LINE r DSL Y DOUBLE SOLID YELLOW LINE o FULL OF r i 1 SINGLE SOLID YELLOW LINE 55LY — °tR !_I?°>F` 5-�----- WA TER OR 7 1 / CHAIN LINE; FENCE — 'JA,TEDR r 1 STOCKADE FENCE - -o — P,.1S1 L kI l D SIGN -= UN G yCONC i i GAS VALVE o �NSTOCjrgp �jE LSA LIGHT POLE .,��, �s'' 'ES --UGE/TIC CE HYDRANT SR-STD-6TL DIAMOND PLATE VAUL T W/ VAUL T CCVER(TYP.) r WATER MANHOLE 8'f/EADER i r� ELECTRIC MANHOLE 0 7.25 0 i ? r TELEPHONE MANHOLE Q GAS VAL VE r' 0 CO 0 o U-SHAPED 0 �� ELECTRIC METER 1.25 0 /, '. 7-1 GAS VAL VE GA5VAL VE PULL BOX ! t;'7 ii i 1, p71i?"7, _' t„ r GI GUY ANCHOR NE J l7 r LANDSCAPE: AREA SA CONCRETE I I APRON o 0 0 0 o o J `•,<,..> _ 2 IRRIGATION CONTROL VALVE > Z -'r MANHOLE r A S APPROX/MA TE o o GAS I/AL I/E EDGE OF CRUSHED STONE VENT (TYP.) P1VEUMA TIC CAB/NET ON CONC. PAD a �l RTU/SCAD CAB/NET ON CONC. PAD ° UP r W/LIGHT 6 C'�q/NL/rVj��cE o ` ; r` NGE 10 V 10 ASPHAL T PARKING L O T UP VZ15 1 2 3N F 9 L SA TRANSF3 I STEVEN G v / �/ Q 0 , ` $> cJ 1 HUBBARD G SAr C. 161J67 1. r I ; p O � Z� GAS VALVE;r I i2� � Ci � �tNor:�S� j,j� �` `�'. ��ra":�'`-`-� 1 MANHOLE o,�G I y"' R ♦AULT © TYP. p z N 83 HINC %� VANNIS MA / ( ) HANS-GEORG A• v M NO,33941 ' E �FGIST Ea�° � REVIVAL C-M- "lRCH OF CAPE COD 8 �� co PR®CEB ' RVICE, INC.� ': ` / r / SCALE, 19001 APRIL S, 2020 PLAIT DA e.....__ .,.. ._,.., CONTACT DIG SAFE 72 BUSINESS HOURS PRIOR TO CONSTRUCTION mil EnginPr : 48 Constitution Drive Bedford, NH 03110 Copyright 2020 ®Thomas F. Moran, Inc. r Phone (603) 472-4488 4E Constitution Drive, Bedford, N.H. 03110 Fax (603) 472-9747 All rights reserved. These plans and materials may not be copied, www.tfmoran.com duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc. i DR T �� '— 1 5/6/20 REVISE PER COMMENTS STB HGM This plan is not effective unless signed by a duly authorized officer of L 31807.01 cK c., €+ - 2020 H E E T 1 OF 1 Thomas F. Moran, Inc. REV DATE DESCR/PT/ON OR CK E HAM