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HomeMy WebLinkAbout2023 Sign off Transmittal - Build new 3 bay commercial steel building ^t TOWN OF YARMOUTH HEALTH DEPARTMENT o PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location:24 Easy St Building A Yarmouth Port MA 02675 Proposed Improvement: New construction of a 3 bay commercial steel building Applicant:Walter R. Warren, Jr. /Sand Dollar Customs LLC Tel. No.:508-694-5618 Address:259 Great Western Rd Suite B, South Dennis MA 02660 Date Filed:1/25/23 **If you would like e-mail notification of sign off,please provide e-mail address:office@sandddollarcustoms.com Owner Name:Walter R. Warren, Jr. and Stephen E. Bobola, Sr. Owner Address:259 Great Western Rd Suite B, South Dennis MA 02660 Owner Tel.No.:508-694-5618 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements For Septage Disposal and other Public Health Activities. fadL© • Please submit three (3) copies of plans, to include:tr (1.) Site Plan showing existing buildings, water line location, JAN 2 7 2023 and septic system location; HEALTH DEPT. (2.) Floor plan labeling ALL rooms within building (all existing and proposed)— Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY. C-( DATE: i -f v r 3 PLEASE NOTE cqMMFNTS/C DITIONS: I-lolcl t't�►c l 1, cerV,S1- be Cot-*r(,c in C CC Olcnc wI Dorvel kr• 1. - -(-i-+lC •• �1� S'wet- fio cam, +e Q IQ, 2 O 21 t1n� _AA l / I --6 1c r-t o" ifr?�i��'/C i c 5 Gtre 1fi ,Poi rtZ) tie /f l�(J- ,the p l -11-0 Cal S1' ' lave`act M e i c .�:,h ,A1'prOv ec4 NOTES ,,. SYSTEM PROFILE ca.wnl»9 . �1. ---'1 / i I.DAVY 6IWALRE kt°omNw ,» :�awR.r ».... „.rw, ePNW Pw:<W;'" U /1 a.9.9..E --sEea.L•-aSFM .. .P.m.nn w» w„...>.., f E.PE A,W„w x RACE WR �T�I .. .�" ...nw> 1R.R® "'°' Ea.3 i 11 • (► /' » TPm _<� PIRSAVSM d 1w,. 6, .i .I r.u' '¢vr , yMt,..... a , E ,rj r.,,.o.j uwa"NwA TM>) .. 61.93 _ i-_T•,+'®90E] 'a / �' I w uor9cc>�1n T. AH c 61.T1' __ to w Ax,mr[�rtwaY. "� + -�-J .EI 1 '. 1 Wr, E. INSTALLER B KP',ry O u..Rr i>)wrs�•i,cc.0 o cuc,i i 41 r"' -----.4:' n eAareu9 w LocoonS or AL MLEIES ALL"--_.-'' (r.,7, ° • ...R onsa........,>u torituTron1oU w,.r Foo a BLEVA6O SEPRI OTO INO MO 1 I�\4,1 \ ncTM[cx re,.wo rww .O.O SEPTIC TO iSTEM G/.M' e t Tqn a SEPNC SYSTEM \ to.CONTRACTOR No,6E ,E .w �6. J - �e FOWa1gN— e5' —BEPa TANK— S' +c crurwv,m n ° e '" LOCUS MAP a6 PROPOSED U.N."i air.''"AP1iO sc+u 1-.tooa: ASSESSORS MAP 93 PARCEL 23.2 WE ISACAifp LR 1NE AE TEST HOLE LOGS FRmEc wN as aW1Mw (2o 1OGI.A VERTIa_DATUM:NANU86 ENaNEER:CRAG J.FERRueiE__/,]p'>t.,._ NORSONTAL DATUM:MA STATE PLANE W1Nf5i An VON 110ME AO63 U.B.91RK9 FaT Pmc.RAZE- =-1 MN __._... ZONING SUMMARY CUM ..w9s PARKING CALCULATIONS: Solos 0.TM.: e3 euslESs as,RIET aWSTPoAI: REWIRED: MONOEO. [� 1 SPACE/2 olCLPANTSMIN.LOT Sit AO.WO S.F. 110.AM SS'. Jr 62• 1 _ 00' 16 OCCUPANTS 13 SPACES RED. FRONTAGE ,00• 100.? LOT E sETDAON 30• PRONE PE ico9Aa 'QV is l5 19 SPACES FRONDED,NClWu6,NMa:AR uµ SE18Aq Jb' 2p,e• 6. TmR 3/2 61.6• r tOYR 3/z u�x.RDA ccKaAGE ass 9s 6 6 SYSTEM DESIGN: OWNER OF RECORD .r eSILaNG NEiar >o' LS cMBAQ DISPOSER 15 NOtAµ.OWEO• SMACK FTO ZONING LINE 60' 82]p NK314EN1 LLC 2r 10YR 6/6 W T6• 10YR 6/6 62.6' 7 D0i0p,u.EWWORC2ERSDPIS�CF. - ARWORx NA 02646 G1 CI TOTAL DESIGN n¢rouTE_u CPO REFERENCESI.v IA ESL SEPTIC TANK:342 GPO(2)-le GAL 1ST COMP.,442 CAA 2N0 Rµ 6000 OMR 2911 21 PAGE 1PAGEIPa 306 PG 78,622/74,2 b 109E 6/3 10M 6/3 lISE A OAL DUAL WM CCT9IENT SEPTIC TANK 1000/500 at ,,,...,.678 PC A8 N• 66' 36• 61• LEALJM4 I1-5-18)e TOYM MCETING AcaPT,wce SUMMER 3T Z G2 pv C2 sCES 2(33.3.1243)2 041-132 w9 SITE DISTURBANCE 3,45 80TT061 315.1283 1.>4).31e WO 10IR 7/4 10N9>/A TOTAL: 616 iE 56 CPO PROPOSED SITE OOMPH...36.DOU Ss.> D.61 AG6 Payers — 132• 61• 1J2' OF SILT 63• USE(3)500 Om.LEACN.G CNAu9ER5(AC4E 00 EWAL) NM 6•STONE ALL AROUND NO GROUNDWATER E'WMERED i9 s0"T >9T p APPROK0 DAIE 60AWD Of 12AL111 ,MA LEGEND 0 ,��F ATAaM r WKWIN•mr BAN 7 2023 mo NNE 8, PRAMH .i TH DEPT. C- o,,,,r 09 54 LOT2 — . NA uT1 110,409 sq.rt. oeAba,A STD 666069 . 2.53 aces ='»Rn:':94; :w . - r r. "�.N:nw�"Dwond ER ' .%, I( C..>a..o.u.A.a.,. e. / RN es.e r NA OE tS''.- RIN 6.3..13 .0 Y1+i' ibT wmP aA/ W.HA 1t�w A �iry �!�-� ' , ;r fit. S' cwax,A,rN3 - a o: f /` .go- (6Nl -i /mod' __ .�Oi....' 1�` f,,A I` \ I ". y, • • kr' o i'/ , l 94 9L MO-s1 I 7tiPN.69J z41 `.•:- \1 V' \ _ y am.:411(1:541r..` X \ \ M C <,• ►`, v._ • wNaO . M � , SI SITE PLAN,\ M °F PRmOSEO � 1 #24 EASY STREET 0' s 96oe0.,,, I(280 E LEA..ID I " .a, � YARMOUTH PORT, MA •J. 5UB EL 6036 I .l= i .. Mom .�ice� 1RUN PREPARED M ' T N _ '`P 'i�6 / RN SAND DOLLAR PROPERTIES, LLC _ o` E;,10T S �Of » DATE AUGUST zo,zozl MI 631 PO1 o c 1. FIEV.:NWEMBER 3,2021(y9R COMMENTS) _ REV. NOVEMBER 70.2021(REMOVE WALK) o"A"' 1 E {. "Ne REV:DECEMBER 29,2021 MOVE S jSwl..t•-20 if1I w : M ag ao baL; 1 DAMM.A aWA Pt..P.L6 DAIS lai9n,�e surveyo s 939 Ala. Sfe DCE #21-241 I I SHEET � OF 2 (As..G1,Fmwr:M. w6 girlMR 00222 110061.11.WW2 my,. V i, ....„ ..,K,, woo ciIC i`a`snw "' noa oww \• INTERN L tSpp �I \ ,, CONCRETE TANK R.a awws \\ 41[aa wmw .w¢w cmwarw,.xn v[xrx .................... '`\ '' \\:` - .v[.w,�,aw�e ru nn.cn _ I.TO MAL EMTN 1R0012 ROC[TRENON 12iSSI'4t mx mo coo PIPE IN20 TRENCH '\ /,. 7N.", ,.m•x4 , PAVEMENT CROSS SECTION w""',:N'4.:.io :T w.. [aoi���.:. ":� <w.. wm..a R ..N .0022 "".[w°.� Eli„IRy Ir a p\ a">.°. a..'•BJI. ,N • ia-sT 1111111 N a w< 01 § a t • "TX.' �_i`E";em� : ,,I.A.abaftw. • DRAINAGE CROSS SECTION GRAVEL AREA CROSS SECTION NOT TO SCALE c ro xu[ <<SL•4ObCtD JAN 2 7 L06 I I NvusrNc 111.00I5/R-5o 40101/1 Oa.m wcN1 LATER "1 0", HEALTH DEP— 6YSC,_,O INC m x.N0. S,S MP a WS „+�O". w 1a FROM ROOF ORNNS ; s•_6 V. e.6RK OWN 220. zi ER •a. 2 >H•+,ITT..,,%�: 1, I di O 11 SRE0 11 rw,w�a¢� � A 6'iI [P m s ROOF DRAIN SECTION � I �= NOT TO LE 11 II w Tii.'m� w, 2/0 10 ').n.r'S'r;`rud"e A r TREE PLANTING DETAIL x K4rp Vr}r7 •`� SFCTION A �05<i_j . FRAME AND GRATE \__ , J _,1„. .. u,.Em N.w DETAIL SHEET To ADCOMPAITI SITE PLAN OF #24 EASY STREET YARMOUTH PORT, MA Racep�• SAND DOLLAR�CUSTOMS LLC //� '-°.°G DATE:AUGUST 20.2021 11` allIH' � '�� REY:NOVELBER 3.202f(SRR COUYFNTS) �/ •7 REV:[SOVNBCR 30.2021 •, t, REV..DECEMDEft 2B,2021 °mY0°°xl..>.ue To.w n N.mwo[ox I *. .. �: [n . 1 m-M[Iw Inc-().6 uhFht TYPICAL ACCESS COVER �..,R>« oAr�E A a� aswq rye a iteriaL iqe. .° . l onginerors le"V�d 1u96 s .r r me .) ' DC%#19-158 SHEET 2 OF 2 U'MO11M1R4 °" DocuSgn Envelope 10:3A812235-877B-441E-9822.693025968890 0 Dia= 3/4" • 74'-3"OUT-TO-OUT OF CONCRETE 74'-0"OUT-TO-OUT OF STEEL +Dia= 1/2" 1 24'-8" O 24'-B. O 24.-8„ — 4" 24'-4" 1 1/7�i 1 1/z t t .L.I o�710 Wnd-Bent I - O ` fL G,s M �r O I D D 1'-0"HIGH STEMWALL(TYP.)(N.B.M.)(SEE NOTE) I I I I JI n c°S O —,"1-1 A l j e� O o `� ELEVATION 100'-0" LL o = I FINISH FLOOR I o O i 1- I < Oco X I 1- 1-, ?I O A ELEVATION 101'- " i�� 'ol a r [OFr: IlT STEM WAL AO DFO _ I.E •EEe •EWnd-Bent 27 2023 6'-2" 12'-0" 6'-2" 7'-4" 12'-0" LTH DEPT. j 24'-B' 24'-8° 24.-8" 0 0 a ANCHOR BOLT SETTING PLAN STEM WALL NOTE STEM WALL SIZE IS TO BE DETERMINED BY A FOUNDATION ENGINEER TO ADEQUATELY TRANSFER THE REACTIONS AT THE BASE OF THE COLUMNS NOTE ALL BASE PLATES AT ELEVATION 101'-0"(UNLESS NOTED) *DENOTES BASE PLATES AT ELEVATION 100'-0" INCLUDING THE CHECK OF EDGE DISTANCE OF THE ANCHOR BOLTS. THE SIZE OF THE STEMWALL SHORN IN THESE DRAWINGS ARE SKETCHES SHEETING GA. TYPE COLOR TRIM ONLY AND DO NOT REFLECT THE ADEQUACY OF THE STENWALL SIZE. COLOR TRIM COLOR A ROOF 26 HI-RIB GA= Golva - ume Plus EAVE WH=Polo,White WAINSCOT TRANSITION WALL 26 HI-RIB MG= Ash Gray GABLE - WH= Polar White WAINSCOT CORNER REV. 1/23/23 DH MOVE OH FO WAINSCOT CORNER WH=Polar White RIDGE CAP/TRIM GA=Galvolume Plus __I_ EAVE SOFFIT FRAMED OPENING WH = Polo,White SOFFIT-EAVE 0° REV. 1/13/23 MS/MK GENERAL GABLE SOFFIT BASE NH= Polar White SOFFIT-GABLE - LINER GUTTER - LINER Sunward Steel Buildings PARTITION DOWNSPOUT PARTITION - MANUFACTURER (ND FACILITY) IS AN APPROVED MANUFACTURER (SC FACILITY) IS AN APPROVED VERIFY WIDTH AND LENGTH DIMENSIONS BUYER:Sand Dollar Customs DRAWN BY:R2C FABRICATOR WITH THE FOLLOWING CERTIFICATIONS. FABRICATOR WITH THE FOLLOWING CERTIFICATIONS. CHECK YOUR ANCHOR BOLT SETTING PLAN CUS1.:Ran di Mellott 12/29/22 IAS AC472 0 MB-216&MB-104 IAS AC472 y MB-216&1AB-105 TO MAKE CERTAIN THAT ALL THE SITE :West Yormouth,MA CHECK BY:VB CSA A660/CSA W47.1 DIVISION 2 CERTIFICATE OF COMPETENCY: MIAMI-DADE COUNTY/g22-0519.01 DIMENSIONS SHOWN AGREE WITH THE 12/30/22 CLARK COUNTY,NV #00205,SAN BERNARDINO COUNTY,CA/d265 CITY OF HOUSTON//T729A DIMENSIONS ON YOUR SALES ORDER. DESCR.See Elawtions CITY OF HOUSTON j729 CITY OF PHOENIX//Ct6-2022 DIMENSIONS SHOWN ON THE SALES ORDER DES.ENG.:CM REFER TO MENC)LINES(OUTSIDE FACE OF SCALE:NONE CITY OF LOS ANGELES TYPE I FABRICATOR/LWS/HIS/#1015 JOBy :106033 CITY OF PHOENIX/dC17-2022 GIRTS/FRAMINC)OF THE BUILDING. SHEET NO. Al OF 4 t 74'-3"OUT-TO-OUT OF CONCRETE 74'-0"OUT-TO-OUT OF STEEL ;o 24-8" 24'-8" 24.-8" 3070 Walk Doors a 6 24.-4" 1 1/" _ 1 1/ crr tiC —^� s S -11n Bathroom Bathroom Bathroom I H7'x8' 7'x8' 7'x8' • 0 H�A A.T IArH O o I I o • 1- I I z 8 I I o "' a I I i A I I X LLL,, Unit 8 tint 9 Unit 10 Al �n ?i 0 ';�I A 24'8"x 40' 24•B••z 40' :4'8"z 40' A 1H 0 i o r ~ I 1 1 .I 1 1 C Iti 12x12 o F 12:12 -L_ 1'x14 0 I 7.- OH Door 1- °o c1 �— OH Door 1— ED-0 11, OH Door 1— B L. O 1. E• IE r I•Ea .E� "SEs *E IP 1 Z '� v Wind-Bent 1 1 1 1�/7�" 1I 6.-2" 12'-0" _I §'-2" I 7'-4" 12.-0" 5•-4" I 6'-8" 12•-0" 6'-O/ �- PROPOSED FLOOR PLAN 24A Easy St.Yarmouth Port MA 02675 JAN 31 2023 HEALTH DEPT. Forma I_X_Informal Review SITE PLAN REVIEW COMMENT SHEET Date: August 31, 2021 New Map: 93 New Lot: 23.2 Applicant: Sand Dollar Properties LLC Location: 24 Easy Street, Yarmouth Port Zone: B3/APD Persons Present: Mark Grylls Carl Lawson Dan Ojala Kathy Williams Nick Aguiar Laurie Ruszala Steve Bobola Jason Moriarty Rob Warren Kevin Huck Project Summary Proposed two metal buildings with septic, parking, and drainage improvements. Adjusting arec v nge. urd Comments JAN27ZUZ3 Building: HEALTH DEPT. Project is located in zoning district B-3 and the APD overlay district. Structures and buffers appear compliant. OKH approval will be required as the application states. Disturbance area is not calculated and therefore it is unclear if the applicant must file with Yarmouth Conservation Commission an application for a Stormwater Management Permit Application per the newly enacted Stormwater Management Regs. 1 acre or more will require an application to Con Com. Application indicates that there will be less than household quantities of chemicals. It is understood that there are no potential tenants/occupants identified at this time. All occupants will be required to obtain a Certificate of Occupancy from the Building Dept. prior to occupancy. The application for all occupancies shall be reviewed by Health and YFD. All construction to comply with all applicable sections of TOY Zoning Bylaws, 780 CMR and appendant codes. "'rplanninq: 1. Subdivision Plan 2427B: a. Lot 2 of this subdivision(24 Easy Street) is still subject to the Covenant and would need to be released by the Planning Board prior to applying for any Building permits. Some type of bond would be required for the remaining work items as Lot 2 is currently serving as the security for the release of Lots 1 and 3. b. The Drainage Easement sketch will need to be revised and recorded at the Registry of Deeds to reflect the change in the drainage structure locations on Lot 2 used for the common driveway. c. Condition 10 of the Definitive Subdivision requires provisions for fire apparatus to turn around at the end of the shared driveway on Lot 2, show turning templates to the satisfaction of the Fire Department. 2. Parking and Turning Movements: It is unclear what type and size of equipment will be going into the building on the right and whether there will be adequate turning movements to do so without impacting the proposed parking. Is the proposed parking for people using the buildings or is it additional outdoor equipment storage? 3. STeveBuffers &Screening: Per Section 301.4.4 and 301.9, existing trees in the buffer areas of 4"caliper or greater shall be retained. It is unclear if any such trees exist, but no trees are shown to remain in the buffer areas. Identify the types of 3"caliper trees proposed and include a variety of native species. Show location and screening for any transformer, if needed. Location of the 4' gravel walkway is within the 10' buffer area. 4. Lighting: Provide photometric plan to ensure compliance with Section 301.4.10. Will there be any lighting on the rear of the building along the walkway? Conservation: There is no wetland protection regulation jurisdiction for this project. Stormwater Bylaw Regulations Chapter 145: No person may undertake a construction activity, including clearing, grading excavation or redevelopment that results in a land disturbance that will disturb equal to or greater than one acre of land or will disturb less than one acre of land but is part of a larger common plan of development or sale that will ultimately disturb equal to or greater than one acre of land without a Stormwater Management Permit issued by the Commission. https://www.Yarmouth.ma.us/DocumentCenterNiew/719/Stormwater-Req ulations?bid ld= Please provide the total land disturbance for the project to confirm whether these regulations apply. Design Review: Not present, located north of Route 6. IQA Engineering: Please see below for a listing of pertinent comments. General: • Coordinate with Engineering Division should the assignment of distinct building numbers be required. Site Lighting: • Consider additional site lighting along the proposed gravel walkways. • All lighting to be directed on-site. • Provide photometric plan which verifies that light trespass at the property boundaries does not exceed the applicable threshold quantified within Section 301.4.10. • Show proposed underground electrical service conduit for 7,000 ft.2 building on site plan. Stormwater/Drainage: • Recommend the evaluation of soils encountered during the installation of all leaching structures as strata of fine sandy loam and fine sand containing silt pockets are known to exist on the site. • Recommend placing filter fabric around the sidewalls of the leaching and pea stones of the roof drains in addition to what is already proposed. • Verify that LP#1, LP#2, and Roof Drain#1 have rim elevations that are situated at finished grade. • Ensure that galvanized roof panels have a protective coating to prevent metals from contaminating stormwater runoff. • Intended operations and/or land use may necessitate the implementation of oil/water separator(s) as part of the proposed stormwater management system. • Provide a construction-period erosion, sedimentation, and pollution prevention plan delineating the extents and locations of prescribed control measures on the site. • Provide a long-term operation and maintenance plan for the stormwater management system. • Provide a long-term pollution prevention plan for the site. ire: Fire Department requires access to front of all units. Tenants required to obtain certificate of occupancy from fire department. Yarmouth Fire Department supports the application, with submission of permits, and inspections. KH Health: Follow up with Health Dept regarding comments 011 Water: The Town will provide only one water meter for each building. The owner may install sub metering, after the Town- supplied meter, for their own use if they so choose. Read &Received by Applicant(s) 2.4 L-/ 7725A - (11,- leicy ..fc, t-ecri C'i,sta-vi 51 :Te/n - t)4*--5 C.' - p,- C-5&-17`- 166' 5c4-n/1"- lc ."50- JO /;?` t2-*A.. ‘ ( -pe 51i4e rshie-7, c„. z ) Sheoris5heer cy-f E) 71" <1"0