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HomeMy WebLinkAbout25-E029 29 Miriah Drive ApprovedTOWN OF YARMOUTH MARz42az� t1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT'd Kings Highway I�RMOUTH TOWN CLERK RT�tonc Disti7ct MAR 28 25 PM3:03 APPLICATION FOR CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. !M-or print legibly: Address of proposed work: Hl121#'4 WJVK Af0141f 4'eT Map/Lot # I Oa51 caner : 1) E5 S !r!1 OVA190 4s506- Phone0D . tyy All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 5me. Year built: Email: Avilvew, 11'eig yMAI G . (:Ox Preferred notification method: Phone _Email AaentlCon(rAclor: LOVIL &Rtw PAOFEATY MANA 6"0- Phone k 5V-310 /557 Mailing Address: PQ ' P40)( 16 V t??S T Ptw vt S Email:i' I� GAG �m�t'c �► Cvnti Preferred notification method: X Phone Email Description of Proposed Work (Additional pages may, be attached if necessary): ALYACC RQ_ RW n 7- C rin4&x REM1M//0 44 w14 /l Wlr V -5';P4e 91,06k Signed (Owner or agent): Date. 3 1 d ➢ ➢ Ownerlcontractortagentifaware that a permit may be required from the Building Department. (Check other departments, also.) This certificate is good f9V one year from approval date or upon date of expiration of Building Permit, whichever date shall be later. For Comm lgig use only: Date: )q r A 5 Amount Cash/CK Rcvd by: Li S, Approved Reason for denial: Approved with changes Denied MAR 2 7 2025 Date Signed �I o Signed 2S-F.o29 APPLICATION #: v5;vgr Sherman, Lisa From: Robert Wilkins Sent: Thursday, March 27, 2025 11.26 AM To: Sherman, Lisa Subject: Re: 25 E029 29 Miriah Drive Attachments: 25-EO29 29 Miriah Drive.pdf Follow Up Flag: Follow up Flag Status: Flagged Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. approved 'ARMOUTMAR2$ 251M3 03 On Mar 24, 2025, at 1:50 PM, Sherman, Lisa <LSherman@yarmouth.ma.us> wrote: Condo association would like to replace a timber retaining wall with stone block at 29 Miriah Drive. Please let me know if you need any additional information. &NORM Thanks Bob, MAR 2 7 2025 Lisa Old King's Highway Lisa Sherman Historic District Town of Yarmouth Administrator, Old King's Highway Historic District and Yarmouth Historical Commission 508-398-2231, ext. 1292 Uherma.nCE-P yamouthma.sas .Y a gft o TOWN OF YARMOUTH p 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 MAR z 4 �p Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 2�z� OLD 1UNG'S HIGHWAY HISTORIC DISTRICT COMMITTL id King's Highway Y District WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness'DemolitionlExemption may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's I lighway Regional I iistoric District Act. SECTION 9 -Meetings, Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in anti event u4thin for!}' -fine (45) &111.v after the filing of application, or within such, further time as the applicant .shall allow in ►iviang. the Committee shall make a determination on the application. " Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant'Agent Name (pli Applicant/Agent signature: Date: 3 14)Q1D S MAR Z 7 7025 Old King's Highway Historic District 25-E029 Application ##: s�za�o �,IDVRMP MAR 2 b 2025 Old King's Highway Historic District � MIMR MAR 2 7 2025 131d King's Highway Historic District 25-E029 GravityStone" Fat Face Part of the GravityStone family of wall systems, Fat Face provides a strong, durable, and attractive retaining wall solution for a variety of site conditions. Fat Face is a one square foot block ideally suited for commercial, municipal and residential walls. The open -core design optimizes interlock from one course to the next with a "rock -to -rock" connection. For additional design flexibility, Fat Face can be used in combination with the GravityStone Modular System. Fat Face is produced under controlled factory conditions. Molded from a cement -rich mixture blended with select aggregates and pure iron oxide pigments, the units are formed under extreme pressure and vibration. Fat Face can create straight, concave or convex retaining walls in either a vertical or battered configuration using a unique reversible alignment plug. When used with geogrid, walls as tall as 20' and higher can be constructed. PHYSICAL CHARACTERISTICS Ideal's wall products meet or exceed North American industry standards, including ASTM C1372 Standard Specification for Drycast Segmental Retaining Wall Units. Strict quality control ensures consistent strength and durability. Fat Face: Dimensions: Single standard unit 11.25"d x 8"h x 181 Corner Unit Dimensions: 6"d x 8"h x 1S k Weight: 80 lbs Face Area: 1 sf/unit Compressive Strength: 4500 psi minimum Water Absorption: 7% maximum Dimensional Tolerance: ± 1/8" Wall Batter: Vertical to 4.5� (3/4" per foot,1/2"/course) IpFat Fac Corner Unit Contact our sales offices or visit www.PaversbyldeaLcom for design and technical information, including WBS Design software, Ideal's Contractor's Guide to Installing SRWs, and NCMA's SRWs Best Practice Guide. We provide design consultation, including free Preliminary Engineering Desi n Service, specification assistance and job -site quality revil �I�a�rovld�ormation an design and construction. hh k e ld exercise diligence in determining itiBfl<}tQiQXMte. Walls 4' and higher, terraced walls, and sites with weak soils, slopes and surcharges require spe- cial consideration and construction techniques, including the use of geogrid. These conditions require the services of a qual- ified soils engineer and a professional contractor familiar with wall construction. Always comply with local building codes. BASE: Place and compact a level, dense -graded aggregate base 6" or thicker with a finished elevation a minimum 8" below finished grade. Install perforated pipe as shown on the plans. PLACEMENT OF FIRST COURSE OF BLOCKS: Block in the first course must be placed and carefully leveled front -to -back and side -to -side. For vertical walls, insert alignment plug in the forward position. For walls intended to batter, place the plug in the rear position. Fill the cores with graded stone. Place and compact dense -graded aggregate to fill the trench. CONSTRUCTING THE WALLS: Install additional courses in a running bond pattern, aligning the face of the units in a vertical position or with 1/2" step -back as shown on the plans. Cut as needed to maintain a stagger. Insert plugs and fill cores with graded stone. Backfill and compact between and behind the units with graded stone. Repeat for each course. REINFORCED RETAINING WALLS: When used, place geogrid as shown on the plans. Install with the design strength perpendicular to the wall. Avoid overlapping adjacent sheets. Use care not to damage grid when backfilling and compacting. CAPPING WALL: Affix Ideal's Universal Coping'" or natural stone coping using construction -grade adhesive. Add a 4" layer of low permeability soil behind it, cover with topsoil and add plantings. TYPICAL CROSS SECTION REINFORCED WALL r— GravityStone Drainage Stone Fat Face \ Geogrid/Geotextile Reinforcement 0 Aggregate � -J L CZ Base/Leveling _ , -'a Retained 5aii � ��filorescence may randomly appearon the surface of units. It does not rrty and wilt dissipate overtime, Because efflorescence is a natural Always comply with OSHA requirements on PPE and exposure limits when cutting ors rr by-product ofcemeot hydration, its presence is not indictive ofa flawed product and not concrete products. covered under our worran .Formoreinformation please ask forourEfflorescence Advisory .WrrlYStggp t Face Is a trademark of west8lock systems, USA 0201&2022 Ideal Concrete clock Co. Pavers by a Traditional & PermeableRLLUPLaverstr Landscape Retaining Wallsm Natural Stone ! �anu1� deal Concrete Block Co. b e� 45-55 Powler F��'.r 1+ 3 fbt�1�861t 232 Lexington St., Waltham, MA 02452 ARegistered Trademark ofldealConcrete6lodcCo. f781j894Wf6fp(V0 creteBlock.com ■www.Paversbyideal.com 2 E 02 9 FF•20003P2 fq O I n �N--NNMft_ lf) O [V �Wn m h a�0 o; z=° aa� o�rc t)m8 of In p��W kk\ CL LO �W Z \\4i W~F NVI 0. VC ! 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