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Home My WebLink About1436 IYANNOUGH ROAD �r - p .. r � i ;; , ,,� � i e . �, ,� p� �. �� , i 3 �, � � ,. �,. o z� a VON in 1 - � Y Own— r { F gg sums + - 19 1� r tut 5 ., n y r -� Ll 3Co N/F KGS Hyannis Hotel, LLC COMFORT INN N/F DAVID JONES 5z-J g5�2 2 , 15? EXISTING CONCRETE FOUNDATION MAP 274 PCL 2 #1436 LOCUS 2 4 1 99 0. ' N/F COUNTY \OF BARN. STgTE / N F COMM OF MASS tiwgY l3 �yl CERTIFIED PLOT PLANJOB # 02-153 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #1436 ROUTE 132, HYANNIS, MA SCALE : 1" = 50' DATE : 6-4-03 PREPARED FOR: REFERENCE : MAP 274 PCL 2 Daniel M. Griffin, Jr. PB 211 PG 47, DB 16491 PG 218 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE ��ZHOFM 8,c, GROUND AS SHOWN HEREON. �y� tiG off 508-362-4541 DAL. A.E fax 508 362-9880 ,O JLA u' down cape engineering, inc. Q I _#4098 CIVIL ENGINEERS ----- _---_ —----- LAND SURVEYORS DATE R RVEYOR 939 main st. yarmouth, ma YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st.Fl., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: - �� G ill in please: IG ,. '"°'— APPLICANT'S YOUR NAME/S: ` US E YOUR HOME ADDRESS: I K-/ I 6172- :";x°.'1'.'..'Il'.i::�::vlt�fd:` ;.1,r iv•' �l i4;'6i t.`�6_.J' yt`ii'i.Y fly .1 i:x'i ..�'}•iri �� TELEPHONE # Home Telephone Number repm �. "1 74 I-7 5SN or EIN EMA NAME OF CORPORATION: Dann 5 NAME OF NEW BUSINESS S� d TYPE OF BUSINESS �� 4,-wh� IS THIS A HOME OCCUPATION? YES _� O � _ ADDRESS OF BUSINESS: to Z MAP/PARCEL NUMBER ( ' �/ O [Assessing) • i, cx�n n�s, M K1 U O . When starting a new business there are several things you must do in order to be in compliance with the rules and regul'ations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth ' Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMI ER'S OFFICE This individua ha e infarr of n per it requirements that pertain to this type of business. u orized Signatu COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements'that pei•'tain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type-bf business. Authorized Signature** t COMMENTS: >. 44 CO/e ONr RfG/STERS fHE BUStAt t��fOn Ip 0 eraf ) Yov m Ess MaME rrt or ust first obta' Ifia+dm m the necessa . z : pl�le0�10/m'10 f/te Town C/erk's Oflfce 1�F., �Y slgnat es °�Ulj/IeSS� e// Cate that 1S I'eQvlre b law. 3,67 Motn Street, Hyonnis, Aria t fl/l�fn e�;} ter plecs MRi APPLICANT'S NAME. - Glenn Stearn & Katherine T: Le .of Stearns ,Len in ' 'R r?+`�Y�+`"Y 3� 1?�S•-�:'• . . _ -. "" ;� + ::4 4 ,�'✓ a �.�y,�r, •L•+it;: YOUR HOME A1�ESS. Mailing Address : Att Teresa Vaughn,i,4' ens$in 5, 4 Hutton Centre Drive, Suite 500 Santaw`AnaCA 92,�7�07 IN EPHONE # 508-362-7011 - BUSINESS TEL ElN .OR; .. >�Off-i�e4 e=lie e��=wAMEOfCORPQRATION Stearna Lerdiriei., Tl ,3 :00517,7�3� slAM VVI"fr NEVMf}BliSl 'S�t terns Len �n � IncE: :W ��'- � ;.. c} g -`T1fPE'OF BUSINESS Mortgage Lender Broker IS S#►H,a ME _ UPATION? ,YEs "X Ng. �'�;;;a' � DDRESS'�O�F+fB�USINESS��41436 Iyannough Road, Suite 4, Hyannis, MA 02601 MAP/PARCEL NUMBERZq -0 01J%Assessing) When starting a new business there are several things you must do to be in compliance with the rules andregulaflons of the Town of Barnstable. This form is to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (earner of Yarmouth Rd. S Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in town. 1. BUILDING CCw SSIO ER'S O ICE This individ al as pn.i ed of ny permit requirements that pertain to this type of business. Auth rized Sign_ re** OMM ENTS: i 2. BOARD OF HEAA H This individual hgs bMpfgroed of the permit requirements that pertain to this type of business. Authorized Signature" COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORIT : This individual h � en infsgtmed of t e is nsing requirements that pertain to this type of business. Authorized Signature"* I� ' - Y YOU WISH TO.OPEN A BUSINESS? For Your.Information: Business certificates (cost$30.00 for 4 years). A business cenifir-ate'ONLY REGISTERS YOUR NAME'in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1'°FL, 367 Main Street,Hyannis,-MA D2601 (Town Hall) DATE: Fill in please: APPLICANT'S YOUR NAME: n �1y-11 n IZPiI(,C - r BUSINESS YOUR HOME ADDRES 5D 2�62 TELEPHONE # Home'Telephone Number �62. l-4u1C� N NJ ]F,111EV11 1J$IN S .' . , T1VVV TYPE QF BUSINESS �-- Y $ _�1Jp 1-lave yciu Naar,.5dveri.dppr.6val-fr6t z.the tii di 7. ' b (.. n .davisi4n' YEST NO ADCIRES��>;�r3u.SC1V��S I� 6' -' 2n�ta�-gin tz�(.. •z l� .— ' Mi4P/PAACE1,N.UNtB1;R_ 2�� When starting a'new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 20D Main St. (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate,permits and licenses required to legally operate your business in this town. 1. BUILDING COM Sl . ER'S 0 IC This individu I has n-inf _ d' permit requirements that pertain to this type of business. 'COMMENTS: Authorize. horized Si ure 2. BOARD OF HEALTH. This individual ht n inf ell of h per require s that pertain to this type of business. rized Signat e* COMMENTS: t� �0 i7 3. CONSUMER-AFFAIRS (LICENSING-AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authoriied Signature* COMMENTS: �tNEtp Sign Permit BARNSTABLE, ; TOWN OF BARNSTABLE MASS. 9� z6 iorEO 39. A Permit Number: Application Ref: 200800222 20070121 Issue Date: 01/14/08 Applicant: GRIFFIN, DANIEL M. JR TR Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 1436 IYANNOUGH ROAD/ROUTE132 Map Parcel 274002 Town BARNSTA 3LE Zoning District B Contractor PROPERTY OWNER Remarks NEW SIGN 30 SQ GOLD LETTERS ON BLACK CREEDON& EARLY Owner: GRIFFIN, DANIEL M. JR TR Address: C/O KELLER CO 683 MAIN ST OSTERVILLE, MA 02655 L Issued By: p POST THIS CARD SO TI3AT IS VISIBLE FROM THE STREET f Town of Barnstable Regulatory Services Thomas F.Geiler,Director MAs�SL Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 08-7909230 c-. a� �bPermit# C � Application for Sign Permit Applicant: Map&Parcel# 1 / _ Co Doing Business As: E elephone No. 64 r- Sign Location Street/Road: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner�� ` Name: --t ., Telephone: c— I �J Address: �A� J� ills e �— g Sign Contracto i Name: Telephone: �Z�?,I Mailing Address: { -- Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. I Is the sign to be electrified?? Yes/No (Note:If yes, a wiring permit is required) Width of building face ✓© ft.x 10=3(M x.10= 3(:�) Sq.Ft.of proposed sign J I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisio of§240-59 through§240-89 of the Town of Barnstable Zoning Ordin Signature of Owner/Authorized Agent: Date: 1 �J Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:I WPF1LEM1GNSI SIGNAPP.DOC Rev.9112106 `aY C�v 1 r�,� moll I NEW SEEN--"soon r� Y: ��. i Fail:i. _ FIE"•:E 1036 4Lq 00.I•�i �,f i I i i i • SIGN SHOWING h • f3 OLD MAW ST S. YAROwl, MbUTH, MA_ U2664 • �- n �. (5©$) 398-2�72�1 {508) 760-3130 Fa x Inc. Since 1956 wwwPlymouthSign.com ! � all �• APPROVED �t Sign . * BAIMSTABLE. * TOWN OF BARNSTABLE Permit MASS. � 1639. A Permit Number: Application Ref: 200904330 20070366 ' Issue Date: 09/14/09 Applicant: Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 1436 IYANNOUGH ROAD/RTE132 Map Parcel 274002 Town BARNSTABLE Zoning District g Contractor PROPERTY OWNER Remarks REFACE 2 NEW SIGNS EDWARD JONES 8SQ FREESTND 28SQ WALL Owner: GRIFFIN, DANIEL M. ]R TR Address: C/O KELLER CO 683 MAIN ST OSTERVILLE, MA 02655 Issued By: p POST THIS CARD SO THAT IS VISIBLE FROM TOTE STREET i Town of BarnstAfthl OF BAP'-STA iE { P�oF�r+e To�ti Regulatory Servll,�,ips t„ E °# 1 P 2: Thomas F. Geiler,Director + BARNSTABLE, - - - - MASS.. $ _ Building Division A 1639• rf e o Mps Tom Perry,Building Commissioner. y 200 Main Street,Hyannis,MA`02F601 �'[ ww,vv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# / 3 Application for Sign Permit Applicant: �P1-U&W� 7j" MaP &Parcel # Doing Business As: 'E 'Se)�e-S Telephone No. y —3--?5-C1a0o n Location Si ( - � g fib Street/Road: A-, c��v1v��; t Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner o Name: 5� S�nk,e5 Telephone: SOb^ 3�S- �f°L�' Address:ILf 3(f T-t64yX0L4^- L4 Village: VL(P4WW) Sign Conti t r Name:( CS Telephone: 34�So�) J( bailing Address: �`� l�j�( 'L`L /U--� ` 0� • Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign."This should be drawn on the reverse side of this application. (� Is thq sign to be electrified? Yes/No (Note: Ifyes, a iviring permit is reg ired) Width of buildingface ft. x 10= twx .10= 1� ` S .Ft.of proposed sign W —�� — �. -�i� 9 P P . I hereby certify that I am the owner or that I have the authority of the owner to male this application,t at the S� information is correct and that the use and construction shall conform to the provisions of§240-59 through §240- of the Town of Barnstable Zoning Ordinance. S Signature of Owner/Authorized Agent: Date: v� Permit Fee: Sign Permit was approved: Disapproved: I 0 Q J Signature of Building Official: Date:_ ,t In order to process application without delays all sections must be completed- 0.1 YYPFILESISIGHSISIGA'APP.DOC .}y. !haJOHN S..MOFFA Cftt FDA.; 8 Aa"i t 5�i 44 Err _ �i� ,� �{. MAY r� � fi 3�•�4� C2 F.E1SMIGNS. Sign&GraWc Solutions Mode Simple. NadoaaiUtccouafs 2�f ACCOUM: EDWARD JONES .W ""51GN OE51GN TO MATCH"" -t _ BUILDING CRITERIA Lee Hill D ,m '� ;S - .• ADDRESS: 1436 lyannough Rd N E■ 77 L �6 Hyannis MA ' L r.yr�n+rr+i+.'�. •:P+a ' .rV' ...r-: -_ � :. �+�aaw�-^y.- _ +��,rr - w Iji R''- N oRIGRJAL DRAMnNO DAZE: 6/15/09 tiw 1 '' E �.,f,. ``��--_.••• ♦ ..•- �e•r.---.—m— — DRANING NUMBER: SUIE: r K) 5/F M.D.O. PANEL 1of3 /z 9 y ` •�'� ` ^F, REV.fil BY' REV.NDAIE "J I i ` - -Q1Y.1 PANEL REVWON NOM: L Changed from 5/B HOU -SINGLE SIDED to MOO with FC0logo -51ZE 15 24"H x 1681 x.75"THICK 1 5i REVDArE j r � F .�= -BACKGROUNDREV PTM PM5 5535 EJ GREEN RON NOES: Y. -LOGO 15 F.C.O. MATERIAL TO MATCH W510N N -- .� - - BUILDING CRITERIA -- - -LOGO FACES&RETURNS ARE PAINTED WHITE REV.#3BY: REV.DAH -1"BORDER PAINTED WHITE REWRON NOTES: INSTALL AS SHOWN 1 FRONT ELEVATION n:R.Hernandez �R�B.Busse THIS DRAWING IS THE PROPERTY OF FASTSIGNS INTERNATIONAL,INC. THE BORROWER AGREES,IT a-- _ _ SHALL NOT BE REPRODUCED, Please sign&return drawingls to FASTSIGNS *DRAWING IS NOT TO SCALE BUT IS PROPORTIONATE TO ACTUAL BUILDING* ROPIEDOOR R INDIRECTD ONOR Signature below indicates approval of BOTH design&placement of signlsI FIELD VERIFY ALL MEA5UKEMENT5BEFORE BEGINNING ANY WORK. WIHOUTPERMSsONE X DATEL_ _ ______________________________j INSTALLER TO VERIFY MOUNTING SURFACE PRIOR TO 1N5TALLATION. FASTS/G/VS. 9gn6 GE>ph1c Soludon,Mde$Impte, 44001141Accoulft ACCOVM: d 4b" EDWARD JONES m D '" a A745 BRANCH I FILE: t = Lie Hill - ADDREss: 1436 lyannough Rd o- HyannleMA�` �$rf' y om�wn oaAwN�oue: 6/15/09 ORANINO NUMBER: SCALE: V' lV 3of3 NTS L 1 REV.#1 BY: REV.DAZE �' .. Cl REVLSION NOTES: � i QQ p x. REV.#2 BV: REV.DATE PE\M1SION NOTES: .080 ALUMINUM REPLACEMENT PANEL5 QTY.1 PANEL FOR EACH 51PE REV B]B!. REV DALE ��• PEMON NOMS: -DOUBLE FACE 516N -BACKGROUND PAINTED TO MATCH PM5 5555 GREEN -LOGO AND 1"BORDER ARE PREMIUM WHITE VINYL. NO,EB: -INSTALL A5 5HOWN D/F MULTI-TENANT SIGN +�+�+K.Hernandez R&BEB w THIS DRAWING IS THE PROPERTY OF FASTSIGNS INTERNATIONAL,INC. THE BORROWER AGREES,IT ___ _ SHALL NOT BE REPRODUCED, E Please sign&return drawingls to FASTSIGNS *DRAWING IS NOT TO SCALE BUT IS PROPORTIONATE TO ACTUAL BUILDING* DIRCOPIED OR DISPOSED OF, ECTLY OR INDIRECTLY,NOR Signature below indicates approval of BOTH design&placement of Sign1 FIELD VERIFY ALL MEA5UREMENT5 BEFORE BEGINNING ANY WORK. USED ONE 1 1 �____ ____�_______________DATE________J INSTALLER TO VERIFY MOUNTING SURFACE PRIOR TO INSTALLATION. Sign TOWN OF BARNSTABLE Permit * BARNSrABLE, Q MASS. 9-vej16 339. A Permit Number: Application Ref: 200705344 20070081 Issue Date: 08/27/07 Applicant: GRIFFIN, DANIEL M. JR TR Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 1436 IYANNOUGH ROAD/ROUTE132 Map Parcel 274002 Town BARNSTA13LE Zoning District g Contractor PROPERTY OWNER a Remarks REFACE EXISTING SIGN HYANNIS MORTGAGE Owner: GRIFFIN, DANIEL M. ]R TR Address: C/O KELLER CO 683 MAIN ST OSTERVILLE, MA 02655 F Issued By: "\pC Q POST THIS CARD SO;THAT IS VISIBLE FROM XHE STREET `" 1 P*naulh Si gn Co., 4 COMPLETE INTERIOR & EXTERIOR SIGNAGE DAVID J. NOONAN (508)398.2721 63 OLD MAIN ST. (508)760-3130 Fax P.O.BOX 134 plysigncom@capecod.net S.YARMOUTH MA.02664 www.plymouthsign.com • Town of Barnstable Regulatory Services Thomas F.Geiler,Director WWW"�'$ Building Division f `�°y r"c �_�};...- *659. tr�,� 4B►E f63Q. � Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 0260120 T 7 A U C 23 pj 7. S 9 www.town.barnstable.ma.us Office: 508-862-4038 _- - ij �F-ax-5-08-790-6230 Permit# �f Application for Sign Permit Applicant: �^ Map &Parcel# �6�---- Doing Business As: Telephone No.� -X Q4(I Sign Location Street/Road: ` Zoning District: O(ldKings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner Name: Telephone: �J� O� Address: n Village: u:!�� Sign Contracto Name: 2 Telephone: 2� Mailing Addre." �!q S—�4 y Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) Width of building face ft.x 10=JM X.10= � Sq.Ft.of proposed sign V I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q.I WMILEMIGNWIGNAPP.DOC Rev.9112106 u i I � a nmwo go art � ��n,,�� - � r wa; � "� a`' ''� 1�t•. wig a '±� P y,. �Na 4• . y 1 C !.: _ !�9L %_ � `j ��__ V y "i S61wnl �1eAQ 1�l J�Ls�J��l �l�l LI �J mv uu � TOWN OF, BARNSTABLE • SIGN PERMIT PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE I BARNSTABLE ZIP I` LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA i PERMIT 77065 DESCRIPTION 7.82 SQ FT AMERICAN RESIDENTIAL MORTGAGE PERMIT TYPE BSIGN TITLE SIGN PERMIT i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE I BAI MBLE, * i ass. 1639• A1� II D MA'S I I BUILQfNG IVISION I BY J D ' DATE ISSUED 06/04/2004 EXPIRATION DATE ' ,� 06-02-'04 16:40 FROM-Am Res Motgage 5083629421 T-288 P002/004 U-792 ' Town Of Barnstable Regulatory Services ! F Tbornas F.Geiser,Director 'o a Building Division Total Perry, Budding Conud*sioaer 200 Main Street, Hyannis,MA 0260) Office: $08-862.4038 Fax: 508-790-6230 Tat(Couector Treasurer n ° rI ApplicatloD for Sigh Pert»tt Applicant; I C_-e)I Assessors No. :/'rl�llr-xE( Doing Business As V ,Qr7r1lAi( 04 c Telephone No. 4�4- Sign Loctadon �FP/AGu+lt: ;5 a� eya -tag ��C�/.�ES,eljwt,41 3;}''o* Strer*VRoad: 3 .L �B E�/I� n e004.✓V `one C< (54AC M 4lael.40 i Zoning District:`Old Kings Highway? ye� Hyamnis Historic District? ye Property O alb. Ik`��A vrd Name: Tele hone: ?1/V `'ram`o Address: e-- Village: SJ911 Coa actor Name: P Y4 II)o,J 4't V,-1:4d Address: (o f Ott i�0 �i0 �a X��( �t cN _Village: 5 '� �Jt4 Descripton Please draw a diagram of lot showing location of buildings and Wsting sigae with dimensions,location and size of the sew sign. This should be draws on the reverse side of this application. Is the sip to be electrified? ye$6) Note,,If yes, a wiring permit is required} I hcceby certify that I am the owner ox that I hAve the Authority of the 02mr to make this application,that the iesfoametan is correct and that the use and conshruetiou shall conform to the provisiods of Seetiota 4.3 of the 7"owg of Banaetable Zoning ptdinsncc. Sigtiaturt of OWDer/Auttborind Agent• / Ir Date-, �.LIE - Size: r PGrYnit Fee: Sign Fermit was approved: Di9apgroved; Signature of Buildimg Official: • �! Date: c S AJ.doe • rev-12280r r7 iT L` m tJK LlT ST��t� rA.JtC- i s LL 0000 � c�� I J - te a cEr 0►s <ic2'P'05 j2S0 cJ','JAc 12 CUT DLT- OL)"rL! OC: 1 1 s ca !n T A C'a A c� dt i 00 AM77:�' Tll IL} RES Ij A- L M "RTG GfE 4j 0 cn a� AMIDON & COMPANY, INC. 376 Route 130, P.O. Box 681, Sandwich MA 02563 w tel: (508) 888-0565 Fax: (508) 833-0786 m ! IIf there Is any problem in receiving this transmission, please call (508) 888-0565 N TO 3E�v'd --fP.I 00 (IN-1 NUIDAV 9s-0':E:8805 99-ST V00Z!T9/90 CD CD •+ 06-02-`04 16,41 ;FROM-Am Fes Matgage 5083629421 T-288 P004/004 U-792 11TS" Ch I IH arlesSCHWAB r � T �. 8. } I DannyGrillintomou t AMERICAN RESIDENTIAL MORTGAGE LPL 45 9C.FT. i t IE TOWN OF BARNSTABLE SIGN PERMIT i 'ti I PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA i PERMIT 77682 DESCRIPTION 4 SQ S. BARBER STUDIO & FINE ARTS I' PERMIT TYPE BSIGN TITLE SIGN PERMIT i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND pk 1t�_ CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE O * BA STABU, * , MAW ED MA'S a � BUILD G PJVISION i BY DATE ISSUED 07/06/2004 EXPIRATION DATE ` I f Town of Barnstable OF1HE t °wtio Regulatory Services Thomas F.Geiler,Director 1ARNSTABLE. MASS.. Building` Division 9 g s6;q. �� AtFo 39 Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508862 _ -403 g Fax: 508 790-6230 Tax Collector Treasurer Wj 3 Application for Sign Permit A griqt'rv �v atant: IL�S D G . r Assessors No. Ply dDoin usiness As:406510E 511 A I Telephone No. :O '1:6 S Sign Location r / �L 1 � , cg 04412 r S Y Zoning District: Old Kings Highway? Yese Hyannis Historic District? Yesg F Property Owlier GCS � —..., � 2 Name: i t r-v . Telephone: J Q 5 l 1 Address: ,(7 baS_ 30 q- uJ Village: Sign Contractor AlName: �l D Telephone: Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? �/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner o .-a e authority of the owner to make this application,that the information is correct and that thd use and cons sh ll conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Size: " 6 x 0 Permit Fee: '506 Sign Permit was approved: c. Disapproved: Signature of Building Official: �Z"' Date: Al 1 Signl.doc rev.122801 LiP-IVAA u,,- s-�� ra 04,. SA.cLLOW P VAA Re: sign for 1471 rte 132 Hyannis Date : 06-26-04 Dear David Mantos Building Inspector Town of Barnstable Enclosed is our sign application and fee. We discussed on the phone recently the proposed project. We want to re-letter the existing4 foot b 8 foot sign due to a name Y � change of the Business from Rainbow Motel to Lakeside Inn and Suites. The existing sign is illuminated by white flourescent tubes internally We wish to retain that feature. We would also consider removing the NEON Motel sign on the roof of the property and replace with a non-Illuminated sign Sincerely, Paul Drake Any questions please call 508 776-5197 1471 kt. 132 . H"*, 4 . MA . 02611 . TeL (SO$) 37S 0111 f l Lakeside signs 003 r f J 4 r 3 k e 'l Lakeside signs 001 f Ogg& �j I q� CJ Font style: Mariah Y ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o IH Parcel 002 Permit# Health Division I I ��°3— S� Date Issued G�l`�Za Conservation Division Application Fee ` _ ©O Tax Collector Permit Fee R 1 Z •X Treasurer CIEPTIC SYSTEM MUSTDE C,,.'STALLED IN C6MPLIANCE Planning Dept. IMTH TM.E 5 Date Definitive Plan Approved by Planning Board r- "70^'° ENITAL CODE ANV Historic-OKH Preservation/Hyannis �•./y� � �`n�rrn.ce in Ut�'ce $ h� iJhre-TDB e. 1U�r,.� Project Street Address 14-7—J�(_p L lJanrkO Wh rOC�� Village T Owner �' f;Y I�P`r �,� Address _1() l 1�A0LI S tY HtnQhiL � -AA I ' Telephone l , 010 Permit Request Rks+ -� -(fmc cf� .0- K �Ll �- Square feet: 1st floor:existing 2.00 0 proposed 1,000 2nd floor:existing WI A proposed, 0 14 Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation t Y3,000 a 0 0 Construction Typ 1e ood Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) �prn,��ruc-1 Age of Existing Structure ° Historic House: ❑Yes XNo On Old King's Highway: ❑Yes *0 Basement Type: 0 Full ❑Crawl 0 Walkout Other Ct �J nQ ' Ur10-1 (fff ' Basement Finished Area(sq.ft.) w 1, n Basement Unfinished Area(sq.ft) 0( 0 _ Number of Baths: Full: existing O new 0 1,►'a Half: existing N VA new Number of Bedrooms: existing v new Total Room Count(not including baths):existing 1 new 3 First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil Uklectric ❑Other Central Air: Yes ❑No Fireplaces: Existing U A New 0 Iq Existing wood/coal stove: ❑Yes �No Detached garage:0 existing ❑new size Pool:O existing ❑new size Barn:0 existing ❑new size Attached garage:O 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 Old Proposed Use 6u,5 At&_5 BUILDER INFORMATION Name ( 1)i l aA115 15Q 1[,AA-K C4 . Telephone Number Address ?.(D . '62,v License# CS ©1 S. (o 2 0 Ltlm(31kbala �A A O zto' Home Improvement Contractor# Worker's Compensation# Lu C 0 Q0 a-6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5(�ll'l S SIGNATURE DATE 9/- /0 - 0 3 7 FOR OFFICIAL USE ONLY r. . PERMIT NO. , 5 DATE-ISSUED MAP/PARCEL NO. ADDRESS VILLAGE T r OWNER I _ DATE OF INSPECTION: A FOUNDATION FRAME ®fC 1 INSULATION r ' FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING:` ROUGH FINAL GAS: ROUGH• FINAL _ FINAL BUILDING DATE CLOSED OUT ASSOCIATION-PLAN NO. �,' TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE __BARNSTABLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA i PERMIT 75931 DESCRIPTrON TENNANT OFFICE SPACE COMPLETE K G REALTY PERMIT TYPE B000 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $_00 �tttf CONSTRUCTION COSTS $.00 * BARMABLE, MASS. t6g9. ♦� I F BUILDIA D -Oa&- BY DATE ISSUED 04/09/2004 EXPIRATION DATE ISTABLE MMIT • r / a / 18454 PHONE ZIP LOT SIZE ' DISTRICT BA FIT OUT ( KG REALTY "� I JAL ALT/C;ONV :G CO. Department of Regulatory Services BA STABLE, MAW 1639. RFD MA'S A � BUILDING DIVISION BY TOWN OF BARNSTABLE 4 BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID '18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 73051 DESCRIPTION TENANT FIT OUT KG REALTY PERMIT TYPE BREKODC TITLE COMMERCIAL ALT/CONV CONTRACTORS: TIM WILLIAMS/WILLIAMS BUILDING CO. De ARCHITECTS: i l partment of Regulatory Services TOTAL FEES: $263.50 BOND $.00 pF CONSTRUCTION COSTS $35,000.00 437 NONRES./NONHSKP ADD/CONV 1 PRIVATE T*W &UMSTABLE, MASS. BUILDING DIVISION BY DATE ISSUED ll/M/2003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER'TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY_ BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECIRICAL INSFECTION AP PRO YALS 2 2 2 2- 9-ri'Al 67,�' too wwr Z)�� 13 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH ;QTHER: A SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEE/6UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BulLuING R, PERMIT a1 des r C� } i nFtHE Town of Barnstable : . RegulatorY Services sn• xxsras KAMI E' Thomas F.Geiler,Director r639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, S� Dl'1 � �e as.,Owner..of the.subject property hereby authorize i ,k) t Ce YV 15 U t�(`�(�1 G l� Yl r to act on my behalf,. in all matters relative to work authorized by this building,p e lit-application for: ( ddress of fob) ci (0 103 S' tote lof er Date s�5e�h (pie l l e� Print Name Q:FORMS:OWMWERMISSION i COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Q Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot 00 0 X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq. foot= X.0061 Commprojcost N a- a- , New Office Building 1436 Iyanough Road (R.T132),Barnstable; MA ..:. ............ ....... .. . N I S dI11NI I i i m .I FIRE Bygm LBO .1d30 l9diSN» > I i- iIAE COMOL PAYZL `ACC L IMAM 8TA PULL ..—. Uz NEAT OHT gyWLLIGKT-SMOD M O F 6 03M 04 N 'v FFI Ln o iC8 pennelned x 4 I IDV 7 _ B K E. /03 :S230nj 118101 " �. �pki.� .lAo' el. r ! J84 1Q wu LOW f�.wa-�..A ' i'!"3-0' r• �I ®• 1 r t >b � � '� ':IC4� �' �• � l a0ol_A PoZ Q lWsj3 .,. (131i31/�3�1 ;sue u) 1 CL LL o ' Barnstable Fire Department REVIEWED o 3 Location Number/Type Bsmt N m Ld 1st Floor 2nd Floor Id _ Other m yap —� Tof2Zfi`—_�sv __. -- - —_.._..-..._.^.....—•-- .`. � Notes: i ^—�8r—.—_._ g•.ar yr-- Pd 182 Office BLDG. �._ Reviewed 00 Ire Q 3 _ - r f�Tl Office / 1 ©' gee-;h le ConFenence Room N -- 01) Lobby /V'O - m 7 OVi J � 111 x %1 Z m .� Ael, �y m 3 Barnstable Fire Department 3249 Main ST Post Office Box 94 Barnstable, MA 02630 Permit Certificate Date: 08/07/2003 Business Name: KG Realty Address: 1436 Iyanough RD Barnstable, MA 02630 Phone: The following permit has been issued: Permit No. 980182 Type: FIRE ALARM Fire Alarm System Issued Date: 08/07/2003 Effective Date: 08/07/2003 Expiration Date: 10/07/2003 Notes : Permit to install fire alarm system in unit 1 at 1436 Iyanough Road. Installation top be as marked on reviewed plan . All other conditions apply as set forth in previous fire alarm permit # 980171 . It is the business ' s responsibility to ensure that conditions are in accordance w ' apply ble State and Local fire regulations . Please co a Bar stable Fire Department for more information. alr7163 Ins ctor: G1 n Co fin to 08/07/2003 13:24 Page 1 Barnstable Fire Department 3249 Main ST Post Office Box 94 Barnstable, MA 02630 Permit Certificate General Date: 05/12/2003 Business Name: KG Realty Address: 1436 Iyanough RD Barnstable, MA 02630 Phone: The following permit has been issued: Permit No. 980171 Type: FIRE ALARM Fire Alarm System Issued Date: 05/12/2003 Effective Date: 05/12/2003 Expiration Date: 08/12/2003 Notes: Permit to install fire alarm system as per plans on File at Barnstable Fire Department. Any changes to office units, partitions, or walls that separate areas of the building will require changes to the fire alarm system as such must be approved by the Barnstable Fire Department . Lock box application attached. 05/12/2003 13 : 45 : 35 rcrosby It is the business ' s responsibility to ensure that conditions are in accordance with applicable State and Local fire regulations . Please contact Barnstable Fire Department for more information. pector: R M Crosby Date 05/12/2003 13:46 Page 1 Y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION / Map 1�{ Parcel 60 2- Permit# 7/ S-d Health Division D o2 00 3- Y fl K fc `� t . i i"� �A B f E Date Issued 9 9-Y IT 3 Conservation Division ?tt f;aE 2 4 Application Fee Tax Collector Permit Fef le J l SEPTIC SYSTEM MUST 0E Treasurer � � _OI VII 1ON INSTALLED IN COMPLImOC Planning Dept. IIM TITLE S Date Definitive Plan Approved by Planning Board ENVIRONMENTAL.CODE ANETOWN REGULATIONS Historic-OKH Preservation/Hyannis ZYtKur wart od . A10 E;r"Slu1n d� y �� eXi1 gal 19 T Project Street Address }' tgCLVNR0 Qgln L10&C4 Village (e Owner Oannw GrSk b rl Address 1330 ►n►neu S Lane 0LuanniS Telephone 5o8=3Cea- I3)OO Permit Request �n-Aefi0c +crp(lfi (tt ode- Square feet: 1st floor: existing 1,5 3 proposed 1;333 2nd floor: existing 01 R proposed 0 A Total new a Zoning District Flood Plain Groundwater Overlay Project Valuation t 30 0h0.0 O Construction Type -eMo-(NA- R'�-O U t Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. _ Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) U"meric+ak Age of Existing Structure 0 Historic House: ❑Yes IYNo On Old King's Highway: ❑Yes )2fNo Basement Type: CX Full ❑Crawl 0 Walkout VOther �Xi 5ti(NG Yl0.l l2f�� Basement Finished Area(sq.ft.) N I A Basement Unfinished Area(sq.ft) W Number of Baths: Full: existing new Half:existing a new Number of Bedrooms: existing N A new N t rl Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil Electric ❑Other Central Air: �11 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes X No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ _. Commercial XYes 0 No If yes,site plan review# Current Use N) Proposed Use LklSi�t5,5 BUILDER INFORMATION Name l,Ui VW5 1 Ir1iT^G C rylC.�kns4 (lC , Telephone Number 1S09-3CQa-(-O U) Address P.0 •-3C ax a-1 License# C5 0-15(.0`70 Ljar mo Ut-o1 x)d LkA 02(D-75 Home Improvement Contractor# Worker's Compensation# wc.0o0 .a a31 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 14 0nti L k-( s SIGNATURE DATE FOR OFFICIAL USE ONLY i �YERMIT NO. IDAM ISSUED 'f MAP/PARCEL NO. r _ ADDRESS t — VILLAGE OWNER _ DATE OF INSPECTION: r FOUNDATION FRAME f INSULATION 3 �? f` FIREPLACE ELECTRICAL: ROUGH FINAL` _ PLUMBING: ROUGH FINAL-- GAS: ROUGH FFINAL FINAL BUILDING. — : C' loov — DATE CLOSED OUT r4 to x ASSOCIATION PLAN NO. i. y ,�s/ L 1- TOWN OFIBARNSTABLE ' - - BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 73831 DESCRIPTION SUBJ. TO SITE WORK COMPLEATION/ RE:71809 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services . TOTAL FEES: BOND $.00 OFF CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 0 * BMWETABLE, MAS& 1639. BUILDIN��IShGNi � BY ''��'' DATE ISSUED 12/29/2003 EXPIRATION DATE TOWN OF BAENSTABLE'. BUILDING PEM41T PARCE'r ID 274 002 GEOBASF ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE HARNSTABLE ZIP - '-OT BLOCK LOT SIZE _ BSA DEVELOPMENT DISTRICT BA PERMIT 71809 DESCRIPTION INTERTIOR TENANT REMODLE PEF.M(T TYPE BRWMOD TITLE RESIDENTIAL ALT/CONY CONTRACTORS: `01M WILLIAM^/WILLIAMS BUILDING CO. Department of A.k'.CHI;'ECTS: Regulatory Services TO'.i A.L FEES: $233.00 BOND $.00 < "ONSTRUCTION COSTS $30,000.00 434 RESID ADD/ALT/CONV 1 PR.IVATE "31) * INSTABLE, MASS. i639 BUILDING DIVISION BY DATE ISSUED 09/25 2003 EXPIRATION DATE ` TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID. 18454 .4 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE ` BARNSTABLE ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 71809 DESCRIPTION INTERTIOR TENANT REMODLE PERMIT 'TYPE BREMOD TITLE RESIDENTIAL ALT/CONY CONTRACTORS: TIM WILLIAMS/WILLIAMS BUILDING CO.. Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $233.00 + BOND $.00 eve CONSTRUCTION COSTS $30,000.00 434 RESID ADD/ALT/CONY 1 PRIVATE '* * &UMSTABLE, ' Mass. �prFD MA'S A BUILDING DIVISION BY DATE ISSUED 09/25/2003 EXPIRATION DATE id PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECT ON APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 3 I 2 BOARD OF HEALTH I OTHER:, J` SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I I ,I f 30'-5 1/2" 2'-03/4' i Rear Door i 1436 lyannough Road N Space # 2 --------------- I F j - i 1 � i I a io a N_ t0 � � N , f i i f v I p) i i i ! a i i Front Door Ul --T-5 3/4"----' T-O.- ---- T-11 3/4"--- v � rr wr . r 0 r I � . I New.";Office Building :.1436 Iyanough Road (RT132),.Barnsta6Te;'1MWX " i i PIRB COMMOL PMEL �xcP BarnstablE Fir,--,. .-. ;ne �_ . A� RE I I� HIM tSTaPULL Op locatian I m � L HEAT DET R!R n $SmtBiGNAL LIGHT-STF308 1st Floor 2nd Floorz ®PIMN+UGHT Other m >t3ElOKE OUT P1@ i®p Total _ j s 02 3Pj OFFICE 3 OFFICE I 1 ! vZ IQ3 v 1 1 IOI R lewii4j ly: A _____------ 1 N'a0• a, ,� JANITOR IlI wus.rrv: Via._ -1 �'� _ �z O �I.J IUl ) I - I n�w>aol S a 2 WOMEN 5 (�) HEN 'a A-1 4:s IQb I zw wu © P 3b wat 4 IQS 0A a OA ® � ® .� `� 21 104 - Q I I i � p�cer�nn.e�ml j � 0 T ___________ _______-_____ ---- ' ---------- -- ------------------------------- c--------------------'-� f--- ---------- - \ _ 1 I I 1 I I I I I \ —w•zr4NftwlWi e I I 1 1 S y 1 �' I I I ` fFO.,OE�•�,GH9 I � a'L'Ml BB61 Fil9`f® 1 ' - 1 I SI,NILAR :'I �fw;;yly I I � +QN.'E PI UOI'R� I I 1 I I "II •Ji I I ABi.NPDE.fr(HLAU 1 I 1 , I %� I 1 _—_—.—_—_—_—_—.—_—.—..— -------- i ' I I IC RF CC AcaF.—i I f a•cae+:Ere sue w DdaK.4 i.. I i ® E ' I CN e!D_Fr VSKR BARR�C ' ' I 1 P P �E , ' UNFMISHEP 6Ac)E 1EMT ! " 1 I \/ I I . /�GTk s i b IIn 1 1 I sa i I 1 , I mo'4'2- a'4 6'2"�'%K.� '. ..f ,, ' 4-5 It -to 0 5 � � 'Ell'4(COla1D i L_____ __________ i wa-a5 JL11WYe � Sc § 1 RaL fnT� 1 1 DETAILr&iS�41 � I � , I cFN Eas IyYltar arto—� 1 1 1 1 21•MLE al2•G� �' I y 1 tP '' 1 § C rPlU1i CQC.F00rIN5 ' I {'L'KK B3CN FOC.a® ' • ry' I -.�OHf ' ' �' ''� I £GALE GM I10151USFD ' � ' I /ffxl PoLCEr I I I 1 i �----------ts- 5- - -+'- -Ir:-�-7-F�� I ysturoEfrrnral I j -- ------------------ ------------- -------- - 1 I__________ ______ 14 irtF/�p5o11• 1 ^ ; u I 1 ! 1 1 i / D'LRPKIED ERA�H • ,. � o I 1 / irFlr.V 4A9 fRfirt+.YTlA1 .--a• ( � \ �--i•lL.ILiF1�4/B w 6�6-r+.aN..Af—� 1 ' V Imo___________ _ _____ _______________ cx e:+L Pr.vAxu aa«'szr rJ-`------ �� - r ------- ----'----- 1 ' r 1 // L_________ rY--- ---_------- Q _______________ __J I 4 25'-2' I � .✓2ii GMr�r18 Q i I I / RO+rLF h.FEIMf ORp § I I 1 I LARML'ViG(tVlaYr � I t • GRALE 011IlmKRRE� , • I L______________________ __L__ _________________________ ____________ _- _________________-_________ ___________________________________ ______________ , iI _—-—____ ____. ____________________________________ _________________________-y ____ ___� J L I �' n-6 , Ue<CA`/ATED --------------- L _____ ----------------__________------------------ yJ II j PM A -O !�RI�A O E ENT OFFl aFFICE _ I I �I ' _ I !_ J Be i— BeBeB \ I DA _ Bs I \ I Arc DMCF — I — — I TOTIBe Be I = L — r I � L g OAA a OA P OAA ®I — BI IF- OAA OAA I_ TLl . RIVATE n ; C o un I OAA �—� — --- — 1 2 TYP. p AA Tc it II BCI 3 M !� A4.1 i NI ROOM �m� w OAA �- _ _ ! A4.1 Ip IAAp_ — O -4i—� 4 ! u--- ---- I— — o AA I--- EQ. Eq. TC ,,.., A� w TQlM --DA �-D J I I i I O O 0^A S T CL E ti OAA O OAA 8'-0'hF _ A QT. 'III L =� Om _ AA OAA III I OAA OAA OAA i qq jtl jtl j� �V OAA A OAA . I h I I ,/Y Y OAA f OAA OAA OAA L 30'-5 1/2" �= 2*-0 3/4" t OP Rear Door ®P m 1436 lyannough Road Space # 2 N N o ®P A a Front Door �! c Basement Door N LT-5314" 3'-0` T-11 3/4' 5'-W—Ic 18'-51/2' I 6-W 30'-5 W" TOWN OF BARNSTAMLE•"BUILDING PERMIT APPLICATION Map 2 Parcel 00- Permit# -7/ Q Health Division Z003 — Z2 25 Or-Ft C r Date Issued o� �• 0 3 Conservation Division J• 7 ) ® Application Fee zo Tax Collector.�i�, Permit Feel Treasurer 4 SEPTIC SYSTEM MUST BE Planning Dept. INISUILLED IN COMPLIA CE Date Definitive Plan Approved by Planning Board WITH TITLE S E"RONMENTAI.CODE AK Historic-OKH Preservation/Hyannis TOYM REGULATIONS Project Street Address Village Owner B 9 ddress � ` Telephone Permit Request Square feet: 1 st floor: existing proposed 1"2nd floor: existing A proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type aIA-sm11J�1 IMEb Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Cl Two Family ❑ Multi-Family(#units) Age of Existing Structure ® Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes io Basement Type: Full ❑Crawl ❑Walkout Other ' 1Spi'1 T�fA L) Rxt� Basement Finished Area(sq.ft.) t4 Basement Unfinished Area(sq.ft) A Number of Baths: Full: existing 7- CoWC.0)new Half:existing A new U/1� Number of Bedrooms: existing t-1& new ' Total Room Count(not'including baths): existing :!t_new�_ First Floor Room Count A' 2 k Heat Type and Fuel: ❑Gas ❑Oil Electric ❑Other s j Central Air: XYes ` O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑exis`t ❑new¢size Attached garage:❑existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name 1 "� lkl CO . Telephone Number �Q-9- 0 Z-f� oo Address ?.(,•�X , �_ License# C-S C):1 S Cv-�0 Uumol 7 b i7G(� Q 2_0 S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Pttnhc S SIGNATURE -DATE o FOR OFFICIAL USE ONLY "PERMIT NO; — DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION _ ^ . FRAME INSULATION •= , FIREPLACE ELECTRICAL: ROUGH FINAL,— PLUMBING: ROUGH FINAL GAS: ROUGH — FINAL + ;` , � r• n FINAL BUILDING /;eq•,(//k / ® 0 elf DATE CLOSED OUT 0 ASSOCIATION PLAN NOIJ i ° r• - tb 1 , ti A� OF BARNSTABLE BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE i BARNSTABLE ZIP - LOT BLOCK LOT SIZE i DBA DEVELOPMENT DISTRICT BA i PERMIT 73833 DESCRIPTION CHS.SCHWAB SUBJ.TO SITE COMPLEATION/71043 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT i CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services TOTAL FEES: g Y BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE +► BARNSTABLE, * ' MASS. 039. a BUILDING ISM '1 � f DATE ISSUED 12/29/2003 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA a"+ f �x`.y' ;^*, rrc%' as s4 �.�.t ,�G'xjW/1 Ba.,•.; R'�, �"� � "��"S ''"' _�.'�'� f'"`�'�,'�e" 'i: �:. r V ... '*•' '� rM .. � - � - :. -'ohs 1 Department�of Regulatory Services oFTME BARIH9TABLE, *: E• D�',Mp�l A � ,�,� BUILDING DIVISION. J gy - '. i n r �afE,-w•... b,x. ...��.....�• �a!d.r-�.�va.L�.�:>rs .�..._n,.:;..m�..s.,�.dk,.q�?a.w�5..._ n. .�1,*�.�;,. .-. ..y,<e... �r.u. ..,_r«. ., ra <.�. ,r..,. - .. ,.xr"i'.: �.,a`.,'�k#ti�✓,� TOWN OF BARNSTABLE BUILDING, PERMIT PARCEL 10 274 002 GEOBA811 ID 1,11454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT EA E PPEMIT 71043 DESCRIPTION TENANT FIT OUT CHARLES SCHWAB INVESTO,. IT TYPE BREMODC TITLE COMMERCIAL ALT/CONV CO RACTORS: TIM WILLIAMS/WILLIAMS BUILDING CO. De.partment of AR HITECTS: Regulatory Services TO AL FEES: $1, 179-62 BOND $_00 ptr CONSTRQCTION COSTS $185, 184.00 437 NONRES./NONHSKP ADD/CONV 1 PRIVATE z*Kr CAB , MASS. 039. BUILDING DIVISION BY k DATE ISSUED 08/25/2003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE.�PETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION P 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY 0 FaTA 4 a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELfCTRICAL INSPECTION APPROVALS �;el� 2 (7e 2 2 03 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: BAGb SITE PLAN REVIEW APPROVAL WORK SHALLAOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECT RHASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUG MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. y r.. t BUILDING EMMIT , I .y III I I s, GENERAL NOTES RESPONSIBILITY SCHEDULE I-11 F I R I C I H FIRE DEPARTMENT NOTES ALL CONTRACTORS SHALL -:: BUILD FROM SETS NOTED AS 'CONSTRUCTION SET'ONLY UNLESS INSTRUCTED OTHERWISE. A r 'I/ . an rsm� m= 3 C` ZG ® S SCHWAB �8 -- .. 5,a u« I. HYANNIS MA s.xo swi mxnr.tn wx l'nj M l f ip0.1 ------------ wrorc,ax w¢ ctmtu um ° - rw r,./f-CR __ e - -- -- - FIRST FLOOR �waM "wowIMPWYowmtm °a,. u y _ --- NEW r(l) r..w,.,. .f Nwtn.'11 " w x,m.a �. ..owmmwm w Na wN,,°K°xf — ------ �° E. -- --- -- mfm ow�R, x„RRt,ra _ --- 'HD PROJECT MANAGEMENT NOTES: - ___ 1436 IYANNOUGH ROAD,OFFICE 101 HYANNIS,MA 02601 _ _ — aussom�e Nmnea examaa.o oorerlrufr ta:"xw;arw..w ..rz«.nfrzo wm ---- -- °'rw"wi�«°�ms v'�wi•,o..`ffivoa v�:M`R�.:ws;i i.� C To ll u,.w x„ w«w..oxf,x.x,m,.tx,x.. rm,m*o>K wwus _ _-_ _ "" �'n •.� scKr+ne nentw ser womeRNn s� myau. _—___— _ -- _—r•�:�•• x•�•�.w,�• unofoao set a,nay SYMBOLS ABBREVIATIONS VICINITY PLAN TENANT CODE SUMMARY ,o„ m wz wm e,y ye. —��3orv, rsx R,.:.s A m� Q•ooO.o. a..�R \�`��, •Nx raA.f s,r[n—x�trs Fru[1�mx Noutwrsxrs Sruwfp INDEX TO SHEETS —Z � — L BHT ROOF a Q s, Y• w•e S, Rwn fc a xrdNINu,su oa;mrac.�ootea: aow,w.us<. minas° o.�.;i Q avnoa "A° d Jn� i oA ust.nm.moro rs _ O - - -- - dZadCSSCHWAB RID AREA MAP TOILET ROOM PATH OF TRAVEL JE _ -- J 7 I ) _ HYANNIS,MA �« '°Hmw auw I % # µ I_ ¢_I 1436 Iyannou9h Road AAI Hyannis,MA 02607 _,__ —R: 101 ovt - ram. '�Y.:f,". �'s_.Eg ,,�`• .I-�� _.I. SunsN y r:. INDEX,LEGENDS _ LOCATION PLAN AND GENERAL NOTES ci.O i WALL CONSTRUCTION LEGEND o a x[�a n�s:oaa�w I F I,R I C I H (1 — _. --— - NOTE`W`aao�xa.a _ a—-— FLOOR PLAN-KEY NOTES ei uy w ua cy y C)raa.w _ ® J . a s e „ O Ru 6 2 ®5 6 O[m'�w war uo worm 4�� — O iaw�mam.�w vmw ooun�.a.van.,.,=m wa vmnnn mvm[ae w.,[ GENERAL NOTES scNwne se ® � �� m�iav'xim ua.Wl u�[/tx IANOIDNU SET l s — . SAL coafrnnc7an TO,PN7.lDE�T�FHI�ATE tms FOR •�m rw.vx=cvea Quawra� ea=c,x — j�.gr�q �i 9 er6,FY u a4aa®Gw. ® Q- j Ili ® __ KT .vMln m[f WmEw oono=YMYV�, � Q �) N vvar..0 oww>rmua x w3p ooa.aima un orms wra I r a x. wti xo.w.w.mo.raawrrt GhadesscHWAB HVANNIS,MA 1436 lyennough Road Hyannis.MA 02601 `., surtE xuaaaa: Al =I __ ¶CONSTRUCTION PLAN FIRST FLOOR PLAN Al x0 LIGHTING FIXTURE SCHEDULE—NO SUBSTITUTIONS REFLECTED CEILING—LEGEND tw.F.c,we, scon. uw oEwr,ux I F I RI C I R of ®rt ®®rtx mu.� r¢wtxraKwrcs¢x,„u,u aea :rt.:.u>®.-n-,n xx n r xo°ss REFLECTED CEWNG.—KEY NOTES �¢Ax m aw a xm,twxa»c •' - .-,-�n.nx ,�n ."a.�a°a,xtaxa xmn p�n,...x 9m v,x��x�sff,®ten xt.,�.x¢xxxa. - - - — - GENERAL NOTES - u - ®i rE- r:m A am xon s�,�D seHwne nenlw ser mrw� �a��RSET o- u— '.P y .q mtm,nn n a nLVi[s SMux S,.uw, xxim�W,SmuClx)1 ® — o• .mM rvx�ttax�mrm ma¢(rm61[.u.r um '_" ! a CONFERENCE ROOM ALT.CEILING PLAN va••t-m """"¢°"` '"`°""°�`°n°°""°"°�°°® o� �,�,�,y¢ � a w6X6ars�.w�.m.m uo„ � Q. ® GENERAL CONTRACTOR TO NCL DE ALTERNATE WS FOR rz "`n tam w,1°'ems Q - / _�-_ mao a,ax wn,te mxrae� u x,w„runa wvsxw¢m na a"xwxra Q 9am.® ',�I ^^4 I m a, utxrtmst xm,wtsrw smr� char Jllll YTllU u HYANNIS,MA e c„ 14361yannough Road Hyannis,MA 02601 o e I I I SPRWKLER NOTES 101 rzREFLECTED CEILING PLAN � I FIRST FLOOR REFLECTED CEILING PLAN A1.1 va••T-o• FINISH PLAN-KEY NOTES OO d° 4N�1L Rf? SF L°.fi�EIY:R' c I F I R I C I H I - 0! ©eb o ,>•,tt�dta�a,.,A,�..,��t..o �8� FINISH FLAN EIMIETIAL NOTES o-._. j LEMM-- ..I.o1.o...0.1.>01 t C-1 C-1 C-1 ❑ > �^ 1! ! 9 VCT-2 F t., ..m OAtli t1t1 W R�IY!<O 1. tu[lw o,t C-1 _ u B-2 N a g ^EM.n B-3 HYANNIS,NA ® ® 1436 MnnouOh Pad i Hytnnb,NA 02501 1¢ I alrte m�meR 101 i :rk a lyiP FLOOR FINISH I I PLAN FLOOR SH PLANA1.2 vt+ra• ...- . . .- CAJ�DOOR SCHEDULE I® ��C■� ■�:MIMM MOM om=�=m m CC:■■C■CEC■■C WINE ODOOR TYPE DOODo RTYPE s s REOUIRED••a-CLEARANCESMVMLO ROOM . w RJSH WE HYANNIS,MA Pll-L SIDE PULL SIDE FdLL SIDE ';OOR SCHEDULE/ FINISH SCHEDULE MW ■��_®__ haaitil� WMI APFI DOOM HINGE.. ........MM ��■�C■ S.. iYPE ey—oamoPM -to n - i _ �Zd_' I FI RIB IHI � mIT UP TO lt�s _ :_ """ m� .yr emit�e qi.¢x RS 5i •ll'i0 U=8• y i/r iJ'=o Gomm m p I, S->la w .m.�.., 4� nK•nOm nrct��' J S R8 ,9-e ,e-a -_ 14 V-0- 9 I �re•vi�:ml� wmm Lr si i0_s_J• RYa'. tl aKue•Eua slm 2. 2R-m w —� _______ 12'-1 a,M,O8�1 i¢,en-atm,o vun,a,uK rn[uas.lM o¢ a orPvn ovum Gw aE Sm¢Vm wG4 xo®am rt.¢wwu iWst,£,651Nrt µ,e,�.�,� °� L�,,.� _._ a,.a.m,,na aN,:m wlw aim. .-r.me rwm `"`."'!,••..... r �m` _�n�v�ouc r 5 ."1 I»rN+a aw,iz-aT. w u 6.. �e DETAIL OF .o-zJ METAL STUD SCHEDULE Jos LATERAL BRACING SUPPORT ELEVATION AT Ju<J y Rwl IN-WALL BLOCKING 25 2O 5 "STANDARD SCHWAS T.V' 0 rwrt.o•irr � zm«saYvars I m __ ounw mm/mu t L r-0 ai r mu5,8a�m N � � ewa¢l AP�m® P�rc�snun.i� �o roman LLLLII .0 6 SECTION AT COAT ROD PLAN OF"STANDARD SCHWAB� mm.m 1Omila Y W AND SHELF 24 T.V."RECESS 8 Aa z aril san sma �ox�'la" 3 * 4 _— __-}tom scNwna aEv�r=w serwin ____ eiarErtMrt sET m/n- yy88�I�� LANOLORa SET spin sie�i arvPowts � — a Punimx.Pumm m rc a t I ,e. I ircuv�OuU sly ELEVATION AT COAT ROD SECTION OF'STANDARDas SECTION AT w AND SHELF 23 SCHWAS T.V.'RECESS „T.r4 8 UILT-IN CREDENZA M _r 3 eearnPJ Q. 0 — aa �0`m.m"uawi aa,a m�vc _"a wv�mnao.o urw.m'P 0. 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GYP.BD PARTITION v.ar IFIR.ICIHI wnmuNim tam a�cay. . _ ��j - � ��` m lol IH'9o1a�f MO9E WI aux vH aas""iulam'��er""3anva a!1� 1owLn�6twlM / �yv I/S ut x S - mT alwt fv)f t)I RECESSED FIRE PLAN AT VERTICAL REVEAL CEILING HANGER WIRE AND «I-lo t am EXTINGUISHER CABINET 20 ABOVE DOOR FRAME 15 BRACING WIRE r-ra )iaEm'mmla°tl°iw� _ _ t ooras "�01T x�p1°r''x TYPICAL WINDOW POCKET -0 131CONFERENCE ROOM LIGHT COVE SECTION ux mxlmiam SOFFIT SECTION .a=r v f wrroeenrze + �'m Y O O - BWIdPEriMa BEWffSETn�sET omroa ]]/u(wFlO Fum vIM /xxry] rv�� )�® 4 IANMOaa SET _ y mW r r maw DOOR SECTION AT PRIVATE OFFICE wa-m LIGHT FIXTURE AT GYP.CEILING it— JAMB _r_r 28 OflK BASE AND SHELVES I•I/r-,-o-23 SOFFIT DETAIL r-I•-r 6 (FIXT.TYPE TB/TC $ • �`tea.® �� a)wr)a r etunw v.rna Q B� Pa —r _ _ % a uw.000sm 0 — - a.aa �� rim ChadeSSCHWAB mm.m tav wa �:�at• DOOR INTERIOR WALL JAMB AT WALL JAMB AT - HYANNIS,MA HEAD 27 vuc-m.t ,x GLAZING SILVHEAD 2 WOOD DOOR � GLASS DOOR 2 1036 y Road annough Hyannis,MA 02601 tt ®tau•+a'm t>�I ! surreara]BEa: .101 w�.I ]/r.m. xm aia0 att tumT.lax we >. �vat�• )s/rw u 9a.t ��h"�" "°° .w a 'TRANSITION,DOOR, w. m c CASEWORK AND rac `�`�`�` � r CEILING DETAILS •r a)a v)m sg r � SECTION AT +-ao 26 ECTION AT -a 21 VINYL BASE - 6 DOOR SILVHEAD w+-� 6 GLASS DOOR SILUHEAD - 1 PANTRY CABINET ,',n•_I'_ ANTRY SINK AND CABINET I•in-r-o WOOD DOOR r.,— AT GYP.BD.PARTITION SPECIFIC—NS s8lNirmlo_ceo�ms mm. 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O-- _-0 cv.dn.,t x.m.wa wr.a.rm www ew;e,','Poo.� - � ,rae�.rr a.r rv-.a h M�mn d a munwun anweua mm Iz m.,-mr,rry ar TELECOM&DATA DATA RACK ElEVA71ON s,�� a -= K a � " SYSTEM DETAILS NTS •� .:�oar. er.u'n'm wa mwm aarrtm rah m.m tl.r.=m...mr.so - .akv nor�'m wmdw.nova°wsry m m os+✓rm mmuwaue C.a:fr Sam.rm w - atom �� v �r w ®Sv aam m ren•e m a mar aiwa mm aimr•�m o9m R>1 Ywrr,imn rson Po..PoSnb a Port ue/ew-lA E w tw-R 6.1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mi./ 274 Parceop 2 � Permit# � 9 ® g S Health Division >"� ��-S v3 Date Issued Conservation Division J, 9GI Aev V-Q3/03�y&WV Application Fee l; , Tax Collector Permit Fe 3 Q Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLMp IN COMPLIANCE Date Definitive Plan Approved b Planning Board /Va s h��v:r o n M^ VM TITLE 5 PP Y 9 1" ENVIRONMENTAL CODE ANL Historic-OKH Preservation/Hyannis TOtI REGULATIONS Project Street Address 1436 Route 132 Village _ _ BSA IQ Al S'T1a f3LL Owner KG Realty LLC Address 1330 Phinney' s Lane, Hyannis Telephone 508-362-1444 Permit Request Square feet: 1 st floor: existing N/A proposed 5,8 0 5 2nd floor: existing proposed Total new 5,805 Zoning District B Flood Plain C (not in Groundwater Overlay WP floodzone) Project Valuation 645,000 Construction Type Wood Frame Lot Size 45,424 s f Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Vacant Land Historic House: ❑Yes XNo On Old King's Highway: ❑Yes )CNo Basement Type: ❑Full ❑Crawl ❑Walkout )(Other Slab & partial full Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 ,500 Number of Baths: Full: existing new Half:existing new 2 . Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: A Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:0 existing 0 new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial )(Yes ❑ No If yes, site plan review# 0 5 0—0 2 Current Use vacant Land Proposed Use Office building BUILDER INFORMATION Name Williams Building Company, Inc. Telephone Number 508-362-6300 Address 86 Willow Street License# CS 075670 PO Box 272 Home Improvement Contractor# Yarmouth Port, MA 02675 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Atlantic Waste Systems SIGNATURE _ 1 DATE FOR OFFICIAL USE ONLY PERMIT NO. 0 DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE . t OWNER DATE OF INSPECTION: r` 1 t.- FOUNDATION r® p Lc (J -T w a A FRAME Ile f/ � INSULATION 3 4 .3 i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH` i.: FINAL FINAL BUILDINGI �v ~ '"DATE CLOSED OUT -ASSOCIATION PLAN NO. C Town of Barnstable - Site Inspection Comments DATE: December 24,2003 SPR PROJECT Dan Griffin Project SPR NUMBER 050-02 M&P R274-002 AGENT: Dan Ojala FAX: 508-362-9880 FROM: Robin Giangregorio,Zoning& SPR Coordinator COMMENTS: The site inspection on 12/24/03 was a result of the applicant's request for a final CO. The following issues must be resolved in order to obtain the final CO.: ❖ Must submit a copy of the landscape plan submitted to and approved by Mass Highway ➢ See letter from Bernard McCourt,District Highway Director for Mass Highway to Dan Ojala(copy received in this office April 2003). The site shall be landscaped in accordance with the LS plan approved by Mass Highway. The existing rock stabilization shall be extended in accordance with the approved site plan on file. ❖ The rear slope shall be permanently stabilized. ❖ A temporary CO for the building(permit#69083) shall be issued until such time that all site work is completed and found to be satisfactory. ❖ The applicant shall submit a new As Built Plan upon completion of all work. ❖ A revised letter of certification shall be submitted in accordance with our zoning ordinance 4-7.8 (7). TOWN OF BARNSTABLE BUILDING PERMIT t PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA MET TYPE BC002 ,Dr T ERIPTION CE TIFTCATASOPEOCP ANCYD SPEC. APPROVED CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 tME CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE „ 0_ * BARNSTABLE, MASS. zbgq. BUILDING DIVISI N i BY DATE ISSUED 01/08/2004 EXPIRATION DATE T6w OF BARNSTABLE BUILDING PERMIT PARCEL ID 274 002 GEOBASE -ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 74062 DESCRIPTION-MAIN BUILDING SUBJECT TO COMP_ SITE WORK PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT I CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 �tNE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * BARNSTABLE, MASS. BUILDIN DIMS N DATE ISSUED 01/08/2004 EXPIRATION DATE Y 03/08/004 n I I I I I I r: Department of Regulatory Services I I - I MI BARNSTABLE, 039. RFD MP'�A I BUILDING DIVISION BY I I I I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF-OCCU (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i 6%=i ;51"e ijiwjgH7,jqgg; BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS e2 ,nAk) Al erAL whl1S 2 4w 3 B_Fed )1/-l3/D *J'X 1 &HEATING INSPEiCTION APPROVALS ENGINEERING DEPARTMENT o 2 BOARD OF HEALTH OTHER: \ SITE PLAN IEW APPROVAL /;;Ld \ Y I WORK SHALL NOT PROGfED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r V` r t t r i v q SOWN bF BARNSTABLE BUILDING PERMIT PARCEL ID 274 002 GEOBASE ID 18454 ADDRESS 1436 IYANNOUGH ROAD/ROUTE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE I DBA DEVELOPMENT DISTRICT BA PERMIT 74062 DESCRIPTION MAIN BUILDING SUBJECT TO COMP. SITE WORK PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT I CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: ' BOND CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATEO * s,AM&rABLE, • iw►ss. � IJ i6gq. 1 BUILDING DIVISION BY DATE ISSUED 01/08/2004 EXPIRATION DATE 03/08/2004 I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- 2. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- I 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. OUT BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 I 2 2 2 I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I 2 , BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL [PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. PERMIT l r TOWN OF BARNSTABLE BUILDING PERMIT s. PARCEL dD 274 002 GEOBASE ID 18454 ADDRESS 1.436 IYANNOUGH ROAD/ROUTE NE BARNSTABLES . ZIP - LOT BLOCK LOT .SIZE DBA DEVELOPMENT DISTRICT BA PERL4IT 69083 DESCRIPTION OFFICE BUILDING SHELL . PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING CONTRACTORS: TIM WILLIAMS"WTLLIAMS BUILDING CO. De artment of ARCHITECTS: Regulatory Services TOTAL FEES $4,034.50 BONI. $-00 CONSTRUCTION COSTS $645,000.00 324. PROF, BANKS, OFFICE BLDG. 1 PRIVATE * I3Ad&r 'ABIE. :* rings.. i6Sq. 1 IA DPSION UILD B _ BY. DATA ISSUED 05J23/ 003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR,ANY.PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY EN_ CROACHMENTS ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE:BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET qR ALLEY-GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BEOBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE,OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.* MINIMUM OF.FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LA_TH). PANCY:IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS. PLUMBING INSPECTION APPROVALS. ELECTRICAL INSPECTION APPROVALS f : t 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 . BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS. INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT oFINEfph� The Town of Barnstable. 6ARNS7A9LE. MA55. Department of Health Safety and Environmental Services • 9 0q t639. �0 PfEOMpyN, Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection / I �"t Location Permit Number Owner Builder GV /0/YN One notice to remain.on job site, one notice on file in Building Department. The following items need correcting: 'sp�tis�e of TP.ss�� re-, ��o Al 5 7-a /?ee /yo U D fiPD I C!,e'YA /=!ocl� 51W to � %- /V C: S,'w,�S 7-,OV q c.v S ,1 1.9 D is R ov*" /" 3©, O, ' I Please call: 508-862-4038 for re-inspection. Inspected by Date IHETp The Town of Barnstable NW OT BARNSTABLE. Department of Health Safety and Environmental Services Y MASS. 0p i639' �0 p�EOMpy Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection NAL 920 .11 Uti"171 S Location 3 C NN 0Ile-H Permit Number Owner Builder a O9 Ca, .Y�Zt. One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �l) Dook Wg>1 To S oSP�ye-yT , e-1,10,VX , S'!� ;;Oa e .5,—T To Loco w�A,vWNeDH-G, ��,�R�S��tiT 4•T��S CGoS+e R i'Sp/�S (3) S-e, /g e,egc/e3 �ht-�c 7 (Y) .5c91 <' -, N!r IVASTc-S T/ fe Please call: 508-862-4038 for re-inspection. Inspected by P7 G./ Date J 2 Z�Ud 3 MAY-08-2003 THU 12:42 PM REALTY EXECUTIVES FAX N0, 5083621313 P. 03 i 05/08/2003 10:21 5083626320 WILLIAMS BLDG CO PAGE 03 Town of Barnstable Regulatory Services MUMA? YAM IM j nomw F.Geller,Director 80 Building Division Tom Perry, BWldft Commissioner 200 Main$trwe Hy=*,SSA 02601 Office: 508-862463 Fax: 508-790-6230 Pmpei OwOex Must Complete and Sign This Section It Using A Builder r as Qwner of the subject property Williams Building Company, Inc. to zz�y behalf, hezeby auth l zz� 9 . innumatter mWive tp work authorized bwlding permit application for(addms of job) g;�� Date Print Name T r L 1 r RESIDENTIAL BUILDING PERMIT FEES .' APPLICATION FEE CClIn New Buildings,Additions Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ep square feet x$96/sq.foot plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS , Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 � (plus above if applicable) permit Fee ptojcost 05/12/2003 14:37 5087900888 DAN CREEDON ESQ PAGE 01/03 l� Bk 1,6491 Pw218 025686 03-0 --2003 S 09 Z 3Oca. QUITCLAIM DEED I, MARIE RASPANTE, of 59 Blue Water Drive, Barnstable(Centerville),Barnstable County, Massachusetts 02632 for consideration of TWO HUNDRED EIGHTY-FIVE THOUSAND AND 00/100 ($285,000.00)DOLLARS paid, grant to DANIEL M. GRIFFIN,JR.,Trustee of KG Realty Nominee Trust, under a declaration of trust dated February 4,2003,to bprecorded herewith, of 1330 Phinney's Lane,Barnstable(Hyannis), Barnstable County, Massachusetts 02601 with QUITCLAIM COVENANTS,the land together with the buildings thereon, situated on the northerly side of Route 132, also known as Iyanough Road,in the village of Hyannis, County of Barnstable, and Commonwealth of Massachusetts,bounded and described as follows: All that certain parcel of laud situated on the northeasterly side of the State)'-Highway,now designated as Route 132,in the said County of Barnstable,and bounded and described as cc follows: Beginning at the westerly corner of the premises herein described, at a point now marked by a steel pipe in the northeasterly line of said State Highway,now designated as Route 132,at land x now or formerly of Allan F_Jones; ' 'C3 j c� . Thence the line runs S. 621 17' 37° E. by said State Highway, two hundred forty-one and 99/100 (241,99) feet to a-point now marked by a Massachusetts Highway bound at an angle; a Thence N_ 73° 58' 56" E_, forming an interior angle of 136° 16' 33" with the line last mentioned, M still by said State Highway,one hundred fifty-three and 57/100 (153.57)feet to a point now marked by a concrete bound at said land now or formerly of Allan F. Jones; y Thence N. 25°46 22" W_,,forming an interior angle of 80" 14' 42"with the line last mentioned, two hundred twenty and 49/100(220.49) feet to a point now marked by a concrete bound; 0 Thence S. 64° 13' 38" W., forming an interior angle of 900 00' 00" with the line last mentioned, still by said Allan F. Jones land;two hundred ninety-five and 36/00(295.36) feet to the point of beginning,and forming an interior angle of 53° 28'45" with the line first above mentioned. Containing 45,405 square feet. The said boundaries are shown on a survey entitled "Plan of land in Barnstable Scale 40 feet to the inch Date January 21, 1967 Surveyed for MOBIL OIL CORPORATION Surveyed by Unites Surveyors'&Engrs. Braintree,Mass.," the original of which is recorded in Barnstable County Registry of Deeds_ 05/12/2003 14:37 5087900888 DAN CREEDON ESQ PAGE 02/03 Together with all the right,title and interest of the grantor in and to all land lying in all streets, highways,rights of way and gores abutting on or appurtenant to said premises. For title, see deed recorded with the Barnstable County Registry of Deeds in Book 13041,Page 148. WITNESS my hand and seal this day of 2003 MARIE RASPANTE ' STATE OF CONNECTICUT County of .-ram a6t , ss: 2003 i Then personally appeared the above-named Mx ie Raspante and acknowledged the foregoing instrument to be her free act and deed, before me ' NOTARY PUBLIC SHIRLEYSTAiNROD My commission expires: 1V0TXRY PUBLIC My COMMISSION EXPIRES 5/31/2006 F;IW PDp(�1HF,I,f�11pF�plR,.q�,,1¢ril'Cm,vpd S f t: t 31 I Domenic W. DeAngelo P.E. 5 Michael Road East Bridgewater, MA 02333 (508) 378-9602 (P) (508) 378-2922 (F) Inspection Report Date: "�.fw. Present: 01b Location: D i(kj L ' M 7 I(,L�ftA MA- all - 1 =- - - - - - 6-6 u widk nobw Cub am" -''11� 'il�c� psi� � .�� U(�I�D t�,I�oti l �,� �� ►t��C�n !cr u9T * 5-bi(nil't' ®E u m;69- - 0y IM KA WAA/3 A- Sid6ii 141ti 4MA, WAS A-( ' �� +�R.iiS WU6 A�i.S� p(,A�t�- AUW Ail� WIm- _flK t��. Aq AS bflIQio (II*4 S n �� VIP �IA OF qq c� a_ - gCMF.,i�9BCW. .., ��ifill hIJ111 i Domenic W. DeAngelo P.E. 5 Michael Road East Bridgewater, MA 02333 (508) 378-9602 (P) . (508) 378-2922 (F) M Inspection Report Date: Present: 6p ,,;➢ Juno &A'VW Location: OMW OOj t o, '� t; Kati I �fIS Remarks: I:00 km mom &6 ' ® ✓, Nwvucvpb 5yg6G colvM s A14® 'W-Ams sIjPPao--Uy COOP lrw$S�A Om M(x", -4: c� �'�v�`f JCL RtJSIur� EOUr5 . ,,v TjW nfg& A& A- Niel ire tr j l'Fit i A*- i 0lSf? 1�0 'tl�bd jdoll 3 0. � `!O.G. 3V f�Al e:;,% i o5 of S S 'L Ito" u j4(S� 1 Q�fT lW pt� No 5AI1 �A's 10-SUD ri AlTy Iry RT- . tv a 66 fS Ill 6 I S l i,l qI w i r j DA L 12a-u I fLo myo(� i Domenic W. DeAngelo P.E. . 5 Michael Road East Bridgewater, MA 02333 (508)378-9602 (P) (508) 378-2922 (F) Inspection Report Date: Present: Location: Remarks: ip '' tfi i�r�'S �t� -ail' � (",�(Lti�f� �� P�b��c*•(� '�r#� ��r<r� � �Gf30F uv45 �a.-fib Caal tehll + �( , y w � {.0 r 35. 1 : . 1 V � F r ' r 0 TOM MIT .I. L1/ i La 113TIMA . i fir. tom_►- +� r . r • , c i,r �� , � � �. � .� 1 I rTA kr,,-d�WMIXYMI Itic pia,. k ei IiI I � F.W i J I/ ► MIP 1 ►i FR,MMWNA -- �1 'Pam 1 .1 . 1 1 1A. :l 't►(f , . 6:1 ' [ L././ ,,_fit.�y � i►� 1_ . . (1 i0 il. 1 R 1U I II• rM / f'�4,>r1Iti' _ , _ � E MASS HIGHWAY TOWN Of BARNSTABLE Mar a A? -d PM { 5 � Daniel A. Ojala, PLS iDIVIS G Down Cape Engineering, Inc. 939 Main Street, route 6A Yarmouthport,MA 02675 Dear Sir: SUBJECT: Barnstable—Route. 132 - Incomplete Permit Application for Access to a Proposed Retail Store Reference is made to your Application for Permit,to Access State Highway, which was submitted to this office. Before 'a permit is issued, the following items must be addressed: • Submit a revised plan showing the proposed sign out of the State Highway Layout. • The landscaping sketch plan you submitted has been reviewed and MassHighway personnel have inspected the area to be cleared. It has been determined that the Grantee will be required to replace the cut trees with twenty-five (25) oak (2-21/2" caliper) and twenty-five (25)black pine (6'). This requirement will be specified in the permit. Additionally, before the application can be processed, you must contact the members of the Barnstable Board of Selectmen and receive a written determination stating that they have reviewed the proposed landscaping (tree removal) associated with this project and that they approve of the same. Upon receipt of an acceptable revised plan, the permit will be processed. If you have any questions, please contact William Whitty, Assistant Permit Engineer, at (508) 884- 4210. Si rely, Bernard McCourt District Highway Director WFW: gls cc: BMcC File Barnstable ZBA Barnstable Planning Board/ Barnstable Board of Selectmen 5-0647-2002b.doc . Massachusetts Highway Department•District 5. 1000 County Street, Taunton, MA 02780• (508) 824-6633 j '05/06/2003 23:13 915087906230 PAGE 02 rZr . VV 4yV•9 •a. .oa r11 w%--wtY Lmrm C14r-11Y r-RAMU Out$ 1lbG 7L'1c.9 Y. 111 o 2 down cape englneering, Inc, CiVL eNGwz&I Mq 51MY0R5 9-�9 MAW 5f / ROl1l(l;6A YARMOI.1Ti O Rf,MA CY,-67y C 5(78) %2-454 FAX (KB) %2.98HU TRANSMITTAL SHEET DATE: April 8,2003 TO:William Wlmty•%.Uu Highway PoradU at 1-503-380-6102 FROM:DoW A.qala,PLS.E1T Down Cape EniaeerinS loa, CC:Robin OWngvepfl Town of Bamstable SPR coordinator at 1.508-790-6230 RE: #1436 Route 132 Hyarmis,MA Respante Property- App.0 9-2002.0647 Enclased plane ft the rvviaed curb ouV JWXucapo plan showing flat tip moved at of the state Moway,layaut. We are m dw process of requesting a low 8r+om the Ton MWAW NppfWAW the youpowd lsndsaging and trot removal in the state layout,I will Fed-EX aH information wbea it is avwl". 1s rehtgnoo m the 1131103 revised site plan conmetion specifications ad"a or do you need the entinr tau sine set Moofte Floats adl me at 1-308.362.4541 with this wW any slur questions. Ttnmk you 1t you tune and eonsuieradw. '05/06/2003 23:13 915087906230 PAGE 03 I '1 REO RW C PRO 9400 S.r. As 0 VFG ON ST F PROX. 40 i PINE OAK C PROX. �" ; 9. 0 •` w �N• N, LOCUS ♦.1 N l 1 � o i I f"YUTS 1 f POSED VE 1 R10 IN *WT OUT NLY ♦n.•7 r %TAtft i Z. • � 7 .n R�ua, .t. �� .'.0..1 / �w AL4 J08 # 02-153 LANDSCAPE /CURB CiTT SITE FLAN FOR#1434 RT. 13X HYANNIS, MA- SM SF OFFICE BUILDING RASPANTE PROPERI7Y, DANIEL M. GRIFFIN JR.A"UCANT LOCATION #14346 ROM 1329 HYANNI% MA PRE°AR E D FOR: SCALE : 1 40' DATE : 1-31 -03 Mass Highway REMISED: 4-8-03 (SIGN) M .1+foe- a down aepe inglaNrkV. /ec. NOTE: REFER TO 1/31/03 REVISION DATE Sn o�wt4 PUwS Qf OCI` FOR CONSTRlJCT10N CIVIL ntvpjlaa19R DETAILS DlTAllS AND S?ECIFICAhpNS. � EAND NUIVVS;Vojts eeo n+oln sT. y.rRwut!►. • DuoWIEL 05/06/2003 23:13 915087906230 PAGE 01 Town of Barnstable a Regulatory Services NAM Tbomas F.Geiler,Director Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 6,2003 Dan Griffin,Jr. 1330 Phinneys Lane Hyannis,Ma 02601 Re: SPR 050-02 Griffin Project, 1436 Iyannough Rd, Barn(R274-002) Proposal: Construct new 5,805 sf office (including 1,500 sf of storage) Dear Mr. Griffin: Please be advised that the revised plan dated 1/31/03 was approved administratively on February 5th as presented. A signed copy of the plan remains on file. rely, Robin C.Giangregorio Zoning&Site Plan Review Coordinator •,MAY-08-2003 THU 12:44 PM REALTY EXECUTIVES FAX NO. 5083621313 P. 07 i MA T Massa c seats Jul - Hlghlvay p artment _ SEP 1 9 AILQ L) MHD-D15T. 5 Application To be completed t the applicant. See reverse for insti uctions. L Town/City ^M-JQSTA4!3& t: 'C''14Yi4NNl5 2. State Mghwaynx number and/oar name Wr 1 '3 2 S. Description of pro and/or face7lty for whirl~acme is sought(attach additional sheets if necessary). sti L L Descriptionofwoi to be performed within State Highway Layout(attach additional sheets if rmcessary), Jt- tx. %vcr t S. avvv. 'ST7mr- a tw&m . 'i"f}aE PL.NNNED N —114t ?b �4R W N D d : o N f1.7 1 N a1Li ..o t�rt.i vrc� 5. Dig Safe number: 6E-V PLrAPS. Mttt65 �t'�VC. 6. Applicant Wonna o 7. property Owner Name Natne 6AA-ftl E ,. AA'5f Ar rrV- ^� a$ l 0%A PC. l H"T MaMng addre 1 O H 1N N ►'s t..N. Mailing address 5°I S L VE wATM )X%j Ve- 0-;L60l NTErti-v� JvtiA 4'tL"5Z 'telephone1T elephone � r- Signature Signature Date Date `t^`d�� RetumcOmPlete'daPPlicil n to District Highway FatOwn for your Town/City. Refer to:evene side for appropriate address. L Application numbm, �Wo"7- S. on 61 finding 2. Date received 6. Mass historic action 9. Fee amount " 7. Plans returned 6. NWA required Revision submitted EN*-EOEA Cert. S. Application complete ER-EOEA Cert. 9. Permit issued Other-EOEA Cert. •10-Permit denied - MAY-08-2003 THU 12:44 PM REALTY EXECUTIVES FAX N0, 5083621313 P. 08 • 5 MAY D: .. Tftiffw Del CH NY MAR1 RkSPQNTEDAW -25-03 M .DRMWAY Al ROAM AN ON R 13� •r v i q4� I' W[ 41 0 . 1 ,140 sw�.a sw•t,Q 'TRE , E 5 TO BE "aEVLQU ACCES TO A P.Rp Fo%tu 25 OAK. C2"-2'/2."CAL.) 3 UNt s;so5 sa;7 SLOG. ; �S ElK'Ptt�E (to'HGT,� • � "fRt �S t, x. I.�M �+�• �,1 .y-�k t S 7 i Al G . l LIME �,v ExtSTiKG. ARA RA�6i... •{�=30' ND t�� c7„�," .~+ . "S{7 W-W cb ot=F. 10� +�z t03 +%o za+ raJ. I04 _.,,..,..._. .�� — �--E�-�— i----•-4— 4--� ._.per.:., �.�. I P�AaN0UG1t ROAD RQUTE' 132- G O C$ 1:7C15'�11�1T. x EktSZ 1NG was 7TAT HL.o DRAWN ,BY dolsty S . auGFR SCALE i" = 40'' 'IAPPROVED BY PERMITS TRAMC MAY-08-2003 THU 12:43 PM REALTY EXECUTIVES FAX N0, 5083621313 P. 04 MA Permit 4: 5-2003-0278 0 UMN HIGH WA Y Dist 5, 1000 County St,Taunton, MA 02780 PERMIT- BARNSTABLE Subject to all tet ns,conditions,and restrictions printed or written below,and on the reverse side hereof, permission is h by granted to MARIE RASPANTE,59 Blue Water Drive,Centerville,MA 02632 to enter upon State Highway in the Town of BARNSTABLE known as lyannough Road(Auto Route 132)for the purpose of con5l ticting a drive to her property between Stations 103+20 and 103+44 at the northerly line of the State Highway I..iyout Line,flaring to Stations 102772 and 103+56 at the edge of the hardened surface as shown on the anached sketch. Light grading may be done between Stations 102+72 and 103+56. The Grartee(s)r iust install and maintain the catch basin(s)on their property to contain all site drainage,and SHLO . The basins prevent it from tering the State Highway Layout( ) ( )must be cleaned routinely to the satisfaction oft Engirteer. The Grantees), iust remove approximately 50 trees located within the S.H.L.O.to facilitate the construction of the proposed eway. A bona fide nursery order,placed with an established nursery for(25—Oak 2"—2 '/" caliper)and(2 Black Pine 6'height)before any trees are removed from within the State Highway Layout The nursery or r shall stipulate that the price is"complete in place"to be planted when and where directed by the Assistant R ide Maintenance Engineer at(508)884-4223. It shall also stipulate that stock conforms to "American 5 and for Nursery Stock." The nursery order shall be marked"paid in full." These trees shall be balled and burl;,)ped. The tree stump ust be cut 6"below the ground. All stumps,branches,chips and debris resulting from such work,must be i moved from the State Highway Layout by the Grantee(s)or Contractor. This Permit is Iming granted to provide access to a proposed 5,805 Sq.Ft.-Three(3)Unit Office Building. Any change in a or additional building will require the Grantee(s)to reapply to this office for a new Driveway Pe All work is to done as shown on the plans entitled"Curb Cut Plan-to Accompany Site Plan of Land in Hyannis,MA 1436 Iyannough Road",as drafted by Arne H.Ojala as revised April 8,2003. No work shalt performed on this project on Saturdays,Sundays,or Holidays or on the day before or after a long Holiday ekend without prior approval by the District Highway Director. Work on this ject is restricted to a normal 8-hour day,Monday-Friday,with the prime Contractor and all subcontractors,vorking on the same shift. Any change in work hours will require prior approval by the District Highway Direa Dr. The Granteesmust contact the"Dig Safe"Center at 1-888.344-7233 prior to doing any excavation,to obtain a"Dig Safe"r i mber. Before any w is to be done within the State Highway Layout the Grantee(s)must call the Permit Engineer at (508)884-421 MAY-08-2003 THU 12:43 PM REALTY EXECUTIVES FAX N0, 5083621313 P. 05 • MAR.IE RASTI NTE(Cont.) BARNSTABLE 5-2003-0279 Within the Staq Highway Layout,the drive must have a six-inch foundation of compacted gravel and be paved with three inc of bituminous concrete mix, l 1/2 inches binder and 1 1/2 inches top to be laid in two courses. Any minous concrete berm that exists in the driveway area must be sawcut and removed. The pavement mus utt into and not overlap the edge of the hardened surface. This Depamil must inspect the gravel base before any bituminous concrete mix is applied to the proposed drive. The drive mus a constructed on a minus grade from the edge of the hardened surface to the State Highway Layout Line. a Grantee(s)shall be responsible for the disposal of all surface water from the proposed drive. Under no circu i istances is any of this surface water to enter the State Highway Layout. The drive mus le graded in such a manner that no ponding of water occurs within this Highway Layout. If such pondink r ults,the Grantee(s)shall be responsible for its correction. All present and future structures located on the operty of thr Grantee(s)shall be at least twelve feet from the northerly line of the State Highway, The Grantees ust not disturb any MassHighway Bound(s)(MHB), The sidewalk si disturbed must be replaced in kind. All disturbed an,as within the State Highway Layout must be graded,loamed,and seeded to the Engineer's satisfaction. The portion of I a drive located within the State Highway location shall be maintained by the Grantee(s)at his/herhheir ex nse to the satisfaction of the Engineer. If the Grantee(q i should paint any curbing or curb returns within the State Highway Layout,the paint must be white and must applied at the time the drive is installed. The Grantee(s)fill install wheelchair ramps in conformance with the Architectural Access Board Regulations within all side k areas included in this project. A police officei ilay be required as determined by this Department. Signs and traffi ontrol devices are required in the work area. The Grantee(s) Applicant will supply all required signs and traffic warning devices and shall be in accordance witt he Massachusetts Manual on Uniform Traffic Control Devices.The number and location of all signs and de es shall be as deemed necessary by the Engineer for the safe and efficient performance of the work and the sa ty of the travelling public. All warning de es shall be subject to removal,replacement and/or repositioning by the applicant as often as deemed necessai t by the Engineer. Cones or non-rd ectorized warning devices shall not be left in operating position on the highway when the daytime operatic: s have ceased. If it becomes necessary for the department to remove the construction warning device r their appurtenances from the project due to negligence by the applicant,all costs for this work wil I be chi ed to the applicant. MAY-08-2003 THU 12:44 PM REALTY EXECUTIVES FAX NO. 5083621313 P. 06 MARIE RASP (Cont.) BARNSTABLE 5-2003-0278 All vehicles,ex t passengers cars,which are assigned to the permitted project and which operate on the site at speeds of 25 H or less,shall have an official SLOW MOVING VEHICLE emblem displayed.All vehicles and eq ment on this project must be equipped with back-up alarms. All personnel w are working on the travelled way or breakdown lanes shall wear approved safety vests and hard hats. All of said work all comply with the terms and conditions herein,and must be done as directed by and to the satisfaction of thd Engineer. All work and m rials used must conform to the 1995 metric edition of the"Commonwealth of Massachusetts Department of P lic Works Standard Specifications For Highways and Bridges"as amended. All construction sha conform to the 1996 metric edition of the"Commonwealth of Massachusetts Department of Public Works C struction Standards"as amended_ The Grantee(s)s 1 indemnify and save harmless the Commonwealth and its Highway Department against all suits,claims or 1 z Jility of every name and nature arising at the time out of or in consequence of the acts of the Grantee(s)in the I efformance of the work covered by this permit and/or failure to comply with the terms and conditions of this rmit whether by themselves or their employees or subcontractors. Please contact thd Permit Engineer at(508)884-42 11 when the work required under this permit has been completed in ord for a final inspection to be performed by this Department. A copy of this pei nit must be on the job site at all times for inspection. Failure to have this permit available at such site will resi i t in suspension of the rights granted by the permit. No work shall bc Jone under this permit until the Grantee has communicated with and received instructions from the District Highway Director of the Massachusetts Highway Department at 1000 County Street, unton,MA.02780. The permit shal void unless the work herein contemplated shall have been completed before APRIL 25,2004. Dated at Taunto this 25Th day of APRIL,2003. Massachusetts Highway Depart By G� Bernard McCourt .ISA/jsa District Highway Director cc. Foreman Down Cape I agineering,Inc.939 Main Street,Route 6A,Yarmouthport,MA 02675 THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE I MAC? 2 7 2003 U 6UVLIvHiV CONSTRUCTION CONTROL AFFIDAVIT ARCHITECTS On this day of March, 2003, A.D. before me, personally appeared David H. O'Sullivan who,being duly sworn, deposed and says that he is registered to practice Architecture in the Commonwealth of Massachusetts and that he has supervised the preparation of all design plans and construction documents concerning the locus at 1436 Route 132, Hyannis, MA and that such plans conform to the applicable provisions of the Massachusetts State Building Code, the National Fire Protection Association and that the materials specified for use in the construction conform with the Controlled Construction Procedure therein defined; and that a professionally qualified representative of his office will administer the Construction Contract, and that he will make regular and periodic visits to the construction site and prepare written progress reports of said visits to be sent to the permit granting authority to determine that the construction is proceeding in accordance with the approved plans, and that he will inform the Owner and the permit granting authority of any observed deviations from the approve plans or applicable codes. r,PAIL" o':i ! No. Olio READ NG, avid H. ulli n Reg. #6010 O'Sullivan Architects LLC '_ '•^ 40 Salem Street Bldg 2 Suite 2 L nnfield MA 01940 SUBSCRIBED AND SWORN TO BEFORE ME THIS C7-0 day of March, 2003 A.D. JOHN B.HOLTZ Notary Pu.bk My commission expires Commonwealth of Massachusett4 MY vW1111111441 (Notary Public F 05/12/2003 14:37 5067900888 DAN CREEDON ESQ PAGE 03/03 LINE TABLE LINE LENGTH BEARING .LINEn22.09 LENGTH BEARING L12 34.941N29' '33°E L17 918'3 ' 4 W L13 23.95 NOT 9"E L22 St402'32' t14 30.41 N15'S9' w /1 L38 S39'27'43 115 65.42 N39'27'4 'w L4 S15'59'27'E L16 19.56 N1402' 'W 141.45L52 T32'59"W L17 14,39 N18'32'24E $254'-zeE ~ n L6 28.75 S29'2 ' 1N L18 233-70 N '1 '15"E N \``�-+ ¢ '• r L7 129.98 S4T43'287W L19 5.00 S2547'4 "E ��1 COV L8 58,56 '05'27"W L20 230.00 S6412'151W L9 41.11 N64 L21 6.221 N52717.08-W L10 21.41 N35'05'27 CURVE' C2: LENGTH - 20."30' Ll 1 130.96 N42 43'2B'E RADIUS = 2041,13' EXISTING q PAVEMENT ' ROPOSEO 20' w/ MAP 274 WIDE ACCESS eV �h PCL 1# 1470 EASEMENT v ® DB 12029 PG 83 / N 1 / / EXISTING BUILDING / 6�• a o � p.P EXISTIING�� -� �g`N Va. RETAINING WALL ��y0 1 L t0 S PROPOSED S' WIDE MAP 274 PP 875 RETAINING WALL EASEMENT pCL 2 0 241 �2r # 1436 08 13041 PG 147 Srgr� ►�i fj >99' - , 5Kj 5� KAP 274 L6-%O3 �1 COUNTY Or BARNSTAELr NAP 274 M.H.B. t5-xu1 COMMNVEALTH tf MASS JOB # 02—153 EASEMENT PLAN SHOWING ACCESS &RETAINING WALL EASEMENTS PREPARED FOR: LOCATION : #1470 &#1436 ROUTE 132,HYANNIS,MA Da oel M. Gri�uu, Jr. SCALE : 1 = 80' DATE 2-26-03 'REF_ P8 298 PG 84, P8 314 PG 56, PQ 211 PG 47 4141 eff 508�362- 1H a fax 508 362-9880 DANIEi.� down cape engin oring, 1nC. A. CIYIT. ENGINEERS #0 40 I,AND SURVEYORS sss main st. yarrmouth, >;1:xa 1 P_L-s. DATE { `� N LAS Q WNI ' S Q 10t06 WA, L G!x$Sir fir, s (cur TD 0 rtL I , Te A14% . AWM r- �S LO Pe Loo-n!F4 � �� PC d E M10,150 VftLn ��a./SC.14C t. 4CkF,P tCjT- fA5U(LD t Lock K S . PAMIc-5A(L, c Loses cc r U Mew WnL Ti tic Rom) 4� -0 I e ._.__ a r-A.VC O Lam"l�If It+ 6 IA 1 r- tit AL 5$ 0 2 6 No O° �pJ� Gp O �. ro \\$5� 54p� �� \�` S29o3 �� GJ ao S$ 109•Sr 63 o ' 22 EDGE Of-- ' - t RDAD 4 ^PAVEMENT N0. 192GON OMINIUM tf) W 2.0 pl 5 UNIT D _ 1 tt? N 5�9�\?g0 �fR JgE t• 1� UNIT 1 UNIT oCO rn \6• to cfi _ — -I 1 B 1 FRAME N N I E XISTIN BUIpODDiNG , Q'p N � ��. °� UNIT C 16.72: �y „w 121 .9 I �k la.11 � 61�22'OQ N 160 CD 51� 56 E OD O $.19 I co 3 + LOT AREA= �w c ) NI 21 ,689 SO. FT. to O c0 a z00 � I " M x 122. 55 z ' 91 .42 206.68 N 51°48' 25" W I ' 420.65 DH IN CB (FND) DH IN SB (FIVE NY 3 6 I Y4 N N 0 1 1 C�N r'-nt"N n r-% _ _ oo IN jF .,ram -� � • {�� i? iv "all z a 1' tat,(608)362-4641 939 rnain streel rt 6a fax(508)362.9880 yermouth port mass 02675 down cape engineering civil engineers& land surveyors .structural design Arno H.Ojala PE.,P.L.S. Daniel A,01ala.P.L.9, land court Timothy H Covell,P.L.S. lurvev9 December 19,2003 site planning Mr,Thomas Perry Building Commissioner sewsee system ['own of Barnstable designs 200 Main St. Hyannis,MA 02601 inspections RE: Daniel M.Crifftn Jr. Building-#1436 Rt. 132 Hyannis,MA perm.ts DCE Job#03-147/02-153 Dear Tom: Pursuant to the,town of Barnstable Ordinance 4-7,8(7)the purpose of this letter is to inform you of the completion of the above referenced site. Based on a number of field inspections,our firm has determined that the above project has been constructed substantially in accordance with the approved Site Plan with the following exceptions: -An area behind the building has not yet(as of 12/18/03)been loarned and/or mulched. -The cellar door&walkway were implemented into the site design. -Minor variations in the landscape plan were made, but many additional plantings and an irrigation.system above and beyond the plan requirements have been installed. I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plan dated 7/10/02 and revised through WWII except as noted above, Please do not hesitate to call with any questions or comments. I"0f S. Sincerely, DANIEL .� - 1A Q.1/�.LA Daniel A.Ojala PLS,EIT , 040980� Down Cape Engineering Inc. 'OFFS r dawn cape engineering, inc, CIVIL.MAIWP5 & I.ANI9 5UMYR5 9-59 MAIN 5f/ POL9 6A YARMOUffCW, MA 02615 (508) 362-45h1 SAX (508) 362-9880 TRANSMITTAL SHEET DATE: January 9,2004 TO: Robin Giangregorio/Tom Perry-Town of Barnstable FROM: Daniel A. Ojala,PLS,EIT Down Cape Engineering Inc. �� O RE: Daniel M.Griffm Jr.Building-41436 Rt. 132 Hyannis,MA DCE Job#03-147/02-153 Enclosed please find: 1. A revised site completion letter for the above referenced site. 2. An As-Built Site Plan pursuant to your request 3. A copy of the easement plan(recorded DB 17626 pg 30) 4. A reduced copy of the Landscape/Curbcut plan submitted to M11WY. 5. A copy of Mass Highways Permit Sketch#5-2003-0278 Please do not hesitate to call with any questions or comments. r tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362-9880 mass02675 down Cape engineering civil engineers& land surveyors :ructural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala,P.L.S. ind court Timothy H.Covell, P.L.S. irveys January 9,2004 to planning Mr.Thomas Perry Building Commissioner swage system Town of Barnstable j esigns 200 Main St. Hyannis,MA 02601 'spections RE: Daniel M.Griffm Jr.Building-#1436 Rt. 132 Hyannis,MA ?rmits DCE Job#03-147/02-153 Dear Tom: Pursuant to the Town of Barnstable Ordinance 4-7.8(7)the purpose of this.letter is to inform you of the completion of the above referenced site. Based on a number of field inspections,our firm has determined that the above project has been constructed substantially in accordance with the approved Site Plan with the following exceptions: -A cellar door&walkway were implemented into the site design-see attached as-built plan. -Minor variations in the landscape plan were made,but many additional plantings and an irrigation system above and beyond the plan requirements have been installed.Please see the site plan for wall and tree locations as-built. I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plan dated 7/10/02 and revised through 4/8/03 except as noted above. Please do not hesitate to call with any questions or comments. (H OF U4 Sincerely, /. �� tiG Lt DAA. Jcr� N OJALA .Daniel A.Ojala PLS,EIT #40980 Down Cape Engineering Inc. A '��SURN�O LINE TABLE UNE LENGTH BEARING LINE I LENGTH I BEARING L12 34.94 N29'23'33"E L7 23.67 S18'32'24-W L13 23.95 N0732'59"E L2 29921 S14702'32'E L14 30.41 N15'59'27-W I O L3 65.78 S39'27'43'E L15 65.42 N39'27'43-W L4 22.09 S15'59'27'E I L16 19.561 N14'02'32-w 141.45' •2 LS 15.92 SO732'59'1V L17 14.39 N18'32'24-E 4'20"E L6 28.75. S29'23'331N L18 233.70 N64'12'15"E N 82'S L7 129. 191 5.00 S25'47'45'E LBI 58.66 S35'05'27W L L201 230.00 S64'12'1'-- \ rn� 0 Nry 1-9 41.11 N64-12'15-E L2 11 6.22 N62'17-051M \ 1%q L101 21.41 N35'05'27'E CURVE C2: LENGTH — 20.30' LTII 130.961 RADIUS = 2041.13' EXISTING PAVEMENT r� JJJ ry� 1 I ® MAP 274 ROPOSED 20' co/ ti ti .4 PCL 1 WIDE ACCESS # 1470 EASEMENT ti ® DB 12029 PG 83 EXISTING BUILDING e e � 0 0•. EXISTING RETAINING WALL ar'o S ate_ PROPOSED 5' WIDE MAP 274 i RETAINING WALL MAP 274 PCL 25 EASEMENT PCL 2 # 241 O �2� # 1436 De 13041 PG 147 SrgrF � i 24�s � 4gq MAP 274 16-x03 I i ; COUNTY OF BARNSTABLE MAP a74 M.H.B. � COMMONWEALTH OF MASS EASEMENT PLAN JOB # 02-153 SHOWING ACCESS &RETAINING WALL EASEMENTS PREPARED FOR: LOCATION : #1470 & #1436 ROUTE 1321, HYANNIS, MA Daniel M. Griffin, Jr. SCALE : 1 = 80' DATE 2-26-03 REF. PB 298 PG 84, PB 314 PG 56, PS 211 PG 47 off 508-362-4541 �H OF fax 508 362-9880 t��- ti'ti9�c�G DANIEL down cape engineering, inc. CIVIL ENGINEERS U OJALA LAND SURVEYORS #40980 - ,o s 39 main st. yarmouth, ma 9AA P.L.S. DATE R c . 4O REQU RED CL PRONE 9400 S.F. XIST G VEG ION ST F PROX. 40 M L SC PINE A OAK T ES PROX. 4" — 9• DIA. �4 \ +5 7 53.95 7'99• so So 6 \ \ +63 LOCUS 07 +47.74 1 p' +51.39 ROPOSE 67• 6' a T I Y UT SIGN \ �5�+ 0 +45.9 +48M +54.50 P OPOSED IVE 3 ' MAP RIG IN IGHT OUT NLY °+ F-HA COMMONV 1 asntRe 5 ♦ a5 AA +5 19 8fHCMkvft: C04rER OF BASH EL 57.16 ASSUMM DARN MC/022 0 \ \ D .7 6.9 0 7`Yb \ \?• T RH MT Q� a f�\ y, 8 PEDFST +71.57 2 od +a. STkCL ]1 00 Rr.52 }56.85 �J.29 \ � +74.19 / /� \ E)aST.IR91T WAS STATIONS DRIV - 39 \ t. +74.35 \ O \ RE .93 ` 1410.43 i•atr , JOB # 02-153 LANDSCAPE /CURB CUT SITE PLAN FOR#1436 RT. 1329 HYANNIS, MA - 5800 SF OFFICE BUILDING RASPANTE PROPERTY, DANIEL M. GRIFFIN JR.APPLICANT LOCATION #1436 ROUTE 1329 HYANNIS, MA PREPARED FOR: SCALE 1 " = 40' DATE : 1 -31 -03 Mass Highway REVISED: 4-8-03 (SIGN) "OFMa_� off 508-362-45419^ tax 508 362-9880 G NOTE: REFER TO 1/31/03 REVISION DATE. DA NIEL cape engineering, inc. A. down SITE PLANS 8Y DCE FOR CONSTRUCTION � A. � H CIVIL ENGINEERS DETAILS AND SPECIFICATIONS. LAND SURVEYORS 939 main st. yarmouth, ma DANIEL OJ C�Q UR i � - P-0Q3 - DZ TS PERV,7 NO. S_l'TCH COVER PMtffT REQUEST-ED BY MkR 1 E R 4�11S P A N T E DATE FOR DRIVEWAY APPROACH IN B 1R R N1 ST A B LE ON ROUTE 112 41 ti �.r✓ `,B Q1� Sut_a� 51-tl.D 'CREE S �O r• >? � I� ACCESS TO A PROPOSED - 25 OAK 3 U(V T - 5�805 SQ P'T 'EDG. z5 'ELY,PINE ((4'HGT.) X70 x 64 • J X 62 - s... Ci 24''—, v.�..-� EXIS i 1J Al �� .J � T►A! C -�----- TsiEt L17-4E Ek1�TIhG GUGRD RALL R=30' Ho To RN F- OF CH E0FF. IOZ +?2 1"03 +20 +a4 1'74(0 104 -----i v— �-----�-- t-- Iykva QuGH ROAD ROUTE 132 EXl T1WL EMSlING, LN't571NLr DIUVE DR1YE GAs 5 NLo DRAWN .BY JOSEPII S AUGER PERMITS SCALE 1" = 40' i APPROVED BY TRA.71C ENG EE DATE — DRAWN BY: •CHE:.FCED er PATH - SCALEE-E 1 — REWSPON} DATE �� (P•4APc •+�t•cc:r--- --` - HPA�10r1 k1G 29 — --- !0.mss b ...-.r.r... W,wrrn W @LO FL �a sc*• . r_^ATe9F wa BT W,MEN65E /5 TE:AGPY_N.iLR O t.. _ ._. .. COVIT, 6ARM-C,Tic9D J6. U L L I V A N - -- - _ .. - - ---- -- -- -------------------------------- - --- ----- -- ----...-- -"--- ---" _. ;p4(%FyPN.GVA• r. ARCHITECTS LLC -_ _ - ARQIC7ECRJRE•U6tICN•PtANAiCIG LEFT ELEVATION ---------_ ------ 40 Sakm Sweet Building Two Suite Twn -- - Lynnrteld,Massachusetts 01940 1/4'—1' - - ._ - - --- _Voice :(781)246-1667 . - '-- _ Fax:(781)246-1683 MU Xcr bpp irk Oc c - ors t -t4IQIQt r - . !p,-fi' - / •, m16 TO vlpNFi ' Y' RA 5 b ._ ._41 FTR}I NDe. - - - - Dt-.•F� - - _. �- - - - - - Rf`?t N.S.—. .... ..—.....a--._�. —_- ' \ cWE'X'El �.\ i —^ _ .. a�--`, �F•� 1 �� O � I:i r . b tu tu tu •IA621C � - {r-t5'i�Lt D`N.*A 6lE RIGHT ELEVATION tL • SHEET w4 � ROL) 7E E5 L) L C) ,l N 3 6P OWNER: GENERAL CONTRACTOR ARGHITEGT5: 5TRUGTURAL ENGINEER: 51TE.EN61NEER: DANIEL M. 6RIFFIN, JR. TIM WILLIAM5" HPA DE516N; INC. O' 5ULLIVAN ARGHITEGT5 DOMENIG DEAN&ELO,P.E. DOWN GAPE EN6INEERI.N6, ING. PROPERTY INVESTMENT. WILLIAM5 6ON5TRUGTION GO. 200 STONEWALL BLVD. 40"5ALEM 5TREET 5 MiCHAEL ROAD q3q MAIN STREET 346 RIVERViEW LANE P.O. BOX 272 BLD6 2 SUITE 2 EA5T BRI06EWATER, MA 02888• YARMOUTH, MA 5UITE 5 C ENTERVILLE MA 02632 YARMOUTH PORT, MA 026�5 lNRENTHAM, MA 02Og3 LYNNFIELD,.MA Oig4O TEL. (508) 318-G6 02 TEL. (508) 362-6300 TEL. (505) 362-6300 TEL. (505) 384-8838 TEL. 051) 246-166-7 FAX. (508) 3-l8-26122 FAX. (506) 362-6320 FAX. (500) 362-6320 FAX (508) 384-0483 FAX.(781) 246-1683 _ GORE 5UMMARY General Notes: - 5CHEJDUL}E OF MA55AG116ETTS STATE BUILDING CODE-"SIXTH EDITION. ._ - .- - S5br t r dru,"O di be used Inc )urtmn wth crchttectwe,mechaucd,electraa,aid .AlI members slnll have U,e preparttes M 5frvicei?.�-Fi a3 air better(Ft-8-5 Psi DRA W I I V65� . March 3,2003 srx p d a i q-. E=1.4oOo0o psU except tM!rood posts stntl t ave.Me prapat es of Spwe Ft e+Y Of«better . 9o"B1T1i3 n9 codo for the design and con5trw4m is the PfossacFmrsett State�Aldig ffc=700 psi!:=13OOA00 psU. - . - (310D) Ike Gr B. Sods(bah FdtarJ. - All engbzered kmbersl l.be hstcW h accordance wNh the F aWV urer§spelBKatlorts and _ aP' The genera ronbnxtor she]provido'a mkifmin of Itree(3)sets a stop dia i gs Far the �,s zes are bread on Tru J- A Wxokve ad anj snbstfi4Wn stall hays A-1 FIRST FLOOR PLAN ._ Foilowig irons:. - properties equal tot«getter than these vabes. A-2 ROOF PLAN . (Table 503)Use Group: B." - . !structure steel anal reef«ikg steeU;f«gVroval 4 the erginrer before work beghs N the Ail FInSHn fromFty short use.5irrpsan metal mbar b'9B1'+(«eoye). oftected areas. - - Use stomtess am[or ed r [15 For ail co nedloa a to'the weofhar. Construct on T SB (Goanbust ble; otectcdJ xPa?d A-3 FRONT 4 REAR ELEVATIONS - -.- � � - 8.5a1 corndtiorru ad Strixtwe Fill .. AN headers shalt be 3- noted�otfwtaise on the drowngs - . .. .MOximUfa Area: 7�C0 sf- - - All foot stm{f be carried tolhe 'sFne.en ad deeper,if-required,ad droll rest an - E Struatuvl Steer .. himcirum Height: 2 s 30 fL - - - .u�h�sou« Led stnub-fFrul a-41a ar- essw±e of 4000 al stritctrral steel wet shdl cmfam to the " A-4 t�-rT d R16N7 ELEVATIONS i tOftJ• LOord nO"a5 ^9 P'- 4' - - specuication for its des:yt idrratiat anal creation of sa,xtural steel F«build xjs a the Ars,. A-5 D11LDING 5EGTION5 Allo wabie tabular height 2�StOn)3O�-ik � � .� - TtdS office b not cluoWed to determine the b—N c —ibj of soil ad mill not take respawbrdy All-weldig shall cenram.to the code�Far wekhtg in Yq construdbn a the A I5 for stb-gods cachtior5. .Steel m.tirials.swl rn i_to the rol!owng:5.&v hrh d 4.pes Asm A9g2 Afloat bu ldr cj height I.stonj 1S ft. No footing shall bar placed on frcz-sail«h startng wafe:. Botts A5m A325N: A-6 RAKE HALL dEG50FFiwrT 17ETAILS .. - Structural fW shall be welt galled bait rut,screened«ayshed govei crd shall be placed n B' A5m A30f(anchor) Allowable tabular urea TZOo s.f.. - . mar:wen lifts-arid carpactee to�%d mwmr+m d'1 aeraay os determwea aJ ASTM DI55T. 5truclurol7ripirg ASm ASoo Grade.B -A-7 INTERIOR ELEVATIONS .Actual building-area 6,345 s f. R'ovde a **-a 6-weir cmpocted.cksm,cease sad ord gavei trader all kb.dr Todd. NI shop eearrect=9nli be.U:ked a welded.AU.fiew caneaiats sholl t w bored unl s __ . .Floor Areas fimr(gross) ." after the tap sod. been - _rnoted shallpaeitado-Immi 2 mis:�y r,he thcckrossl wM rn[�provee stet iitbit^9 WINDOV'1 DETAILS . L All sh9 toh a�esstve strength of 3"psi of 28 dogs _. struck ai stee . :. AU ten/«o sld'b�d bon to ASm Abls Grade'60. steel healers fa fnteb shall con,K of the fol to 4'-0'L4x3- Point -Ir2td✓W . . . Fist Floor 6,345 sf: - - - The toN°ryk� php"Med Furor o cement: (for each 4-wkft or bbW rtasa q opw".4 tooTT t xs[w . \fit WALL TYPES Basement 1,3?s sf. Gan CEt$ � e 3't F Dasic lords 5 I FOUNDATION PLAN F td> air- ter$.«smaller 1-112'.s6 ar lager.2' 1.6;4 Lave tacos Sur 25 psi-a Drat 5 2 I5T FLOOR FR 4hiRIG PLAN (Tlt`le 602)Fire ReSKlance rat- - - - - etoncr TbS a¢r'aa,@rgc «walls"boons ad wi—1-1t1° - - l.ctby.tan"psf - . ... .. Aly�ydq;grd{,1rtaifrygshalL lunith fro latest spectficotiors ad racamrenaaws a Officesloo psF CEILING FRAM!PIG PLAN ReCllrR'ed Provided. - t n , 2 bud speed 90 rph(21 p4) - I.Exterior falls O M. O M . .2.Firs t part,wells 2 tr. WA "ree3ocytq'lxrs stall be lopped 36 txr diameters at spices ad.ot cants We- 3.SeLrdc Design Data 5elsmic Hazard 69s_e Craig crap 1 5-3. ROOF FRAMit i PLAN 3.Fire separation assemblies nQ3*8 Term mtr.COMbua s furs at rd dis aus axis with stada d koalas. Sebmic.Perfonnatce Gotegn cate9ow4 G 5 4 FOUNDATION NOTES Soil Profile TWo T1We 2. . - - 6ntg 0014J1) 2 hr. I hr Structural Sptem5elsirX fteststing Sgstem Load boa rg call sptem-Light frond wolfs with She« 5-5 5TEEL 4 FRAMING PETAIL5 - Shafts-(7103) Mr. WA. % Irk I ed use WA WA v i...-' 6�. Resp«ce Modification Factor R=6-W Other separation assemblies 1 hr. iVA _ � .�/ Deflection AVVKoaal Factor. Cd=4 4.Smoke partitions - Corridors 0011.4) 1 hr. Itr. _ ' Tenant spores O hr" O W. - 5.DwelI'll, its WA WA 6.Snake Barflers I tr. I hr. 7.Non load bearing. walls O hr O tr. 6.4atertor bad beiriig/alK - - - caiatns,girders:O hr. O Yr: _ __ - -. .. • _ 5tructtral members"stgppartily - �./ . walk O hr. - 10.Floor construction-O hr; O tr. If.Roof ccrtstruction.O.ir' O fir. l r FP M04.2)Automatic fire suppression system.is required throughout all portions or of iaAldngs of , 124M sF air Dater-tn .. .. - giro a�gagate.area Kith B oc u pai". .The aggregate area of the butldrxy k 7,680s1.:tfierefore to andmatic spritkter system k not required. - .- .„ - (VMS)Maxinimm length of exit access travel for B is 200 FL . ActuOl travel dlsta xe,never exceeds 40 ft. . (006) Occupant Toad: - Office kt Floor 6345Aoo 51.9r055 = 64 persons a Star oge easementJ335rW sf.gross 5 persons 3 7otoF.Occupant.l.00d bq persor5. 00103) .Maximum NO:Of.cAts For Ouupmt odd: OGCAlpatt load For 500 or less pet.Floor,minimlm W_of er-its required K 2 - - - - NO.Of exits provided Per fl or 2 per tenant space,4 overall. " . ..- J08 NO. 2003135 . _ I DATE MAROM 24.2003 i� 4,-B, - M7-0' 1}-6• 4'%4• a'-7 Ib'4'' r ! 17�' 4'-a' DRAWN Br. CHECKED BY: �--f�L/OEY' NPA/ PATH 2003135PL nwTroraH t '� Pvul{�m+1 5 -O03!2003!35_KLL1AM5 EN_D6/ . iA GRAB AS RPpO IV GRAOE AS FW V . i SCALE . - _ I SEE ORAMN6 ___ _ _ —_. _-- _ __ __ -- REVISION GATE r 0 0 ' o o Au HPA oesln Inc ODMm©031M MA 02M b.EXTERIOR .,M,pAd.al�,Gu. N.uS rrP_ i v OFRGE 2 - - - - — - - - -- - - — - - - - - - - i — 5t � - - - - - - -� — — e - ,R.;1Z q i •S „t ,. SQL ' O' SULLIVAN t, __> ' OFFICE. OF�GEIs t 2. 103 A ARCHITECTS LLC 24VD' 3O•-0•.. -40 Sal®SM=t Bml&og7wro Slate Two . I .. .25'-4• . '2-2' l Lynnfield,Massac usetts 01440 1 3 e _--- ---'----------- ' '— — --- Voice:(781)2461667 2_I — — - — - -- — - - --- -- - - - - - - - - - - - - ' - - - — - - -- - - - - — — - - — — - - - - -- -- — Fax:(781)246-1683. (Zr- - - - - - — - - - - ----- ------- - - - - - - - - — j T_ 24'40' .. .. "? I. aro eaBaoa., JANITOYC R a 1 v/ 101 2 g Si cua �T OO T. I B VCJJ 5 o . MEN. 4 2 M N i = 3 A-�2 'WO E. -G - t - - =s a d05 f l as nvl. 0 - $ Act I �� 3 �. Y BB LO 2+0 HAu 2 GRA9 - T GRAB Br,R .2 .. — Z 1_R I 104 O - 0. z 5'-0'UR (sff oErAL nn i _. SIE�yWL. t1�M■ 2 _ --- — O I IL m 0 C� A 6 .. ao• ar: �L21 - ci -- �- -- --- - — m i 11- -1'EOTN OF 5NEAR NHL 17-a BY FULL WJGM •...'- . 2Bao' 4:Ambb%i -VT FN`.RiOR GLACE PLr'r+00D OVER 2fb.S1IA`.SPACED ilb•O.G. .. qO 1 51EEt -PROJIDE 5XID ELOCKING AT ALL PLYNLIOD.JOINTS -.-9d NAt5 SPACED a 3.Of,ARCM PEq:MErR AND AT.ALL FLYPCOD J91NTS FIRST FLOOR PLAN _ , - ' ��o OF 7 -PRC IDE(.V ADDITIONAL VTOIA.ANCHGM BOLTS O EACA1 END OP`+EAR HNJ. TS SMA ^ LL E'E a,-cw.6•CL. A - (`33 D D JOB NO. 2005135 1/4 = 1 JOB NO. 2003135 . DATE MARGN 24,2003 DRAWN BY- CHECKED BY. 'smic'EY HPA"•JJY•VDD PATH . j I 220053�135_WILLIAMS SLD / I. SCALE RAWIHG _. .--------'---- REVISION DATE iE DOl^lN5POUT DOWNSPOUT ! . . DOHN. POUT ►�nT'o� m�� I I - a; I 70D vaaat;.lx au oam eoeaaaaaaa m • }I mom 09 j HVAG UNIT 'I HVAG UNIT HVAG UNIT ! A GURB GURB GURB it .1 I „ O ' SULLIVAN z 060 FULLY ADHERED ? ;i Q I ;L.3 I, EPDM ROOF,-ON 3" ARCHITECTS L L C Lu w :I RIDGED IN51JLATION. ;. ; a ARCHMECTURE DESIGN PLANDac .. 40 Salcm SMCd Bvld-mg TWo Suite TWv 7 i . I {�� 5y> �\ !I j _ Lynnfeld,P•1=�c=>•usetts 01940 Voitx:(781)246-166 —. Fax:(781)246-1683' 2:1 — - - - -- -- - — '- - - - -- — - --- - - - '�` - --- - -- -- - - -- - - -- -'- - !„i a 2 1; is \t.:_^ iL h e / _ J O — 4 I � V n� _ - i� I I, H � lI � I _ - i� � v� - - � I �l ! ass, y??`• - -- _ ____-__ _ =__ _____________ ____'_-= __ _ � I__-_--_- __= _ _ .I _ IL _J, �L �r -ic 'T � ep ti• ' I T—= ______--_-_ HVA$ UNIT { NOTE: i i �; j . WHE7FER DETAILED OR NOT ; ;'. GU B I 1 j ALL ROOF.PENETRATIONS ;i I It ; i I SHALL BE FLASHED AND SEALED IN AGCORDANGE j WITH THE ROOFING MFGS_ - ;L_____._______.___ ________ —________—______ - WRITTEN 5PEGiFICATION5 __-- - ------------- -- `. ----- Q ". AND 5TANDARD5. �----- -.------- ------- --- :I I' NO.EXCEPTIONS. ASPHALT SHINGLE Z ASPHALT SHINGLE `' - ROOF - I A Q ROOF I 12 12 v I: � . � _ .A ROOF�5LOPE �PEQS' li _ m PARAPET'.WALL PARAPET LL a- -- - - - - - - I — — — W - - - - — -- � , - - -;- - - - � j IL �. Al C, m 1' ROOF PLAN (\BEET 7 o p JOB NQ 2003135 DATE MARCH 24.20 EC 1 q B VPA/J w DRAWN BY: CHECKED BY: 5"-/DE-fPATH 2003/-'003135_H:LLIAM5 PA17G/ ?003135EL j G i 0'To TIE YfAtiHt _ A-6 SC'E DRA✓�INC+ RENSION OATS pw f f RACE wmw. I MPA Deep►Ina TO.PAPAifT __-__._________�_ ' � ��J�, F,mM.F F,FGM M.P, 1 ;1�' rr ' IJ f 1 L! 20D Sew-1 MIL SIU 5 FLAT STOCK. L ~Wl Mh 02D93 01,111 4 'ate .`4 PXA6T6t wog ` II 11•! (� 7 .,- �'f 3� °'�y'� ,• I .II .t I i,� \ ,� . - 9 g. � ,A I %"� j 1 I O Fl ' - t ,.:�+�� I I. �� I O I 1 •'' I'� �' � (�I 7 —JVweav— " Q �� 1 ".I i`1 I •t � �i) 4 I .J^ 'F � � L. J L—J IJJJ � ,FIIfFL I "; 4441 ��-✓✓/ I ; �! � r 1• I i t �: •.. YA/ :SIDM51' -9MAPSRG. I. .1 1 1 - eTO ne t•EAT �i 1 - -- - IJ _--- FINISH GR9.DE: ------ -----------------i l . 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JOB NO. 200J135 . - - DATE MARCH 24,2003 t DRAWN BY: CHECKED BY: • _ 518/DEY HPA/JJWDD . SCJ. .O S.G. OVAOND.SIVFED CONTROL JOM PATH PATTERN.'SAW CUT F STAB b POtiED174>R rO OOUAN OR 2-J15 BARS VERTICAL 2003/20P3135J^BLLIAM5 BLOC/ . 1ST BUADMO PAPERBOIID _ 36 RE-BAR DIAM. 2005135PL . - - - BREAKER IF SLAB PATS 3-5 BARS VERTCAL (DOWEL INTO FOOTING) _ CAL DO NG) \' 0' 1YP1 SCALE pLuaT ro (DOWEL DRAi•B cauRN, oo ToonNc) REVISION DATE O n e. •.j . . o i s ON GRADE I HPA DOSIM he 0 - COWACT GRAre mm®®® D 2D 2D 2D GROUT Cl)R SM—M e.a aw.s S LTP OR, ' ttaLr PRwECTTDu Big INTERSECTION DAD .. .. STAMARD Nuts AND - - soe,xAedre m srte.TaiD�Ba dT TYP. STEPPED FOOTING DETAIL IN COLUMN FTG. DETAIL. TYP. WALL REINFORCEMENT DETAILS n n -NOT.TO SCALE NOT TO SCALE ; C NOT TO SCALE w«arAaetncm, . VB'NDE MIN)CONTROL JOIM. FILL W SEM1-861D JOINT ,•. �'. - . :.AM GUT WITMN 12 HOURS _ FILLER A MRBNUM OF 60 { . . .. ... .AFTER DAYS AFTER PLACE!'fENT 1 - . TtON(SIM PLAN SLAB INFORMATION(SEE RA.W . Y/4 t';SEE - � .. :. VAPOR BARMER t . .12'EXTERIOR GRADE PLYWOOD a u`t ` -B`,�r,,�' -. - A - i avERaxWSa1B-O.a.. Pawfs.FniSom O S U L L I V A N Tm5 DETAIL NOTED AS'O..L'ON FLAN. - ARCHITECTS L L'C. 5EHI-RI6I0 JOINT:FILLER SfWJ_BE 6UG0•IOO.BY?FE. _ _ ARCHTTECTURE�DESIGH�PLANMNG �t . SS tis•.F$• EUGLID C4Qa4ICAL COMPANY OR APPROV®EOUAL , 4' - .. - 314•EXTERIOR GRADE PLYWOOD(T3G).. �S��j - v a _ 40 Salem Smet Bml&g TWO Spite Two. : . - - :GLUED AND�NAILED OVER 117/8'1-JOISTS. .. . - .. � � LyOnfiet�Massachusetts 01940 ��r TYP.. CONTROL JOINT DETAIL HAUNCHED SLAB DETAIL Voice:(781)2461667 t Fax:(781)246-1683 n .. . NOT NOT TO TO SCALE N SCALE. MM . 1 3M X 11 7/8 WOLMAN�D ARALLAM.RJMI BOARD 13k9I i 1 i1W LSL PcoNriNuo ) \ $ r BAND 3u^EXTERIOR GRADE PLYWOOD l f8 : OVER 117l8'TJLIOISTS(7YPI�$p y,./,,.�. `�` ;;•=^I, _ st / FINISH GRADE VARIES - i �� 3_.,. . - °n _. (2}2X6 PRESSURE TREATED SILL . . - ' - TOP OF SLAB (SEE PLAN). ARIES .c-ELEV � W(12'0 ANCHOR BOLTS .. .z .. - ON CENTER h WITHIN 170E ALL =1 ' PROVIDE .._ MINIMUM EMB' CORNERS 8'MI U 1- ( c _ WASHER PLATE 37C1J4'XO'.3 w r a TOP SILL.. TOP of ALL ;o. V - (2)2X6 PRESSURE TREATED SILL Wf - O • ' c .. - it4 18'O.C.EACH FACE 1R'O ANCHOR BOLTS @ 48'O.C. - V INTO FOOTING) AND WITHIN 17 OF'ALL CORNERS PROVIDE 8'MINIMUM EMBEDMENT _ V . 4 (2)415 CONTINUOUS - - - Q. (T ) Q I _ z II Q Z Q +' O m m 84018'O:C N .. 4'CONCRETE SLAB.- _ _ (EACH FACE) - O ) p8 CONTEiz N000S .. V(2 Z •• 'TOP.OF SLAB <- � ♦- - Q z —gym 4 a �.< g 1L IJ v_ . NIS BOTTOM OF FOOTING .. - TT • OM OF ELEV_(SEE FOUNDATION PLAN) PLAN FOUNDATION S E LEL(S EE FOUND ) (2)-45(BOTTOM) I _ .... (CONTINUOUS AROUND CORNERS) FOUND. WALL DETAIL ##1 r� z� n FOUND WALL DETAIL ##2 a 0r r 3/4' _.1=0' Toe Na 2oo313s • - DATE MMGH.24.2W'3 pgAVR.i gV; CHECKED BY. t . SNIIJDEY HPPJ.Ia'L'DD G PATH 2003/2003135_^IILLIAMS E3LDG/ - - 2003135PL 2 A SEE DRAYQN& 4" D - REVISION DATE orsve .. F L 1 zP VEW a 4 v°4 i• rs nw}eA HPA OPEN 1®JO STs Zs oe.srA eESID. b 1Q " • sr rsTHt ure I —ICV �-`- 2aD slwr.•a aML Sub.s sr�N3FM.N _ _ ¢�_ 1 --- _ 2 -ICV ".+ - - 5D13M61a6 D1 .. •t fSH iRileG RN51 _ _ (Z .. �4 24., w•WpAO•NIp[Cm t�cYs�,UOlgq GM RLIE rY2 JA4Y dSYLW WL15 LUMN �FLM� I STEEL BEAM: DETAIL 1 STEEL BEAM DETAIL #2 BASE PLATE DETAIL #1 BASE PLATE DETAIL #2 #. V 4• v O.' SULLIVAN ARCHITECTS LL;C - Sre-'' `-•3`a`�;�a` ..` - - `�'�r s S:,' y a ram. . •�' Cd`'': .�S !S`• `., y tP?' _ ARdiHECIiJRE•DESIGN•P(1NNtiA7G v f^ _.. .Strat&nl Two$wOeTwo ;40 S• '� S11�z• i'r'� .. .. � .A•'�t'?"-"'' I.y»rifie14 Masvachusetts 01940 '•* •r,'.••TZ Voice:(781)246-1667 Fax:(781)246-1683 TlDs Sf'K= L, C 4iO . - let 5TI15 N6.OG A 9 wilJ'FJ(IBLLR fRAOE FLYHXV _ asl n a emboR 2J0 RiFTENs FLIIMP JObr Jdsr . 2 4 5RA5 i W oc. _ W5A.D ElOLF0* to mom 1 O 2eo CELM I 2R N9+IGd INLS JOB 'OG • SRD I` � f •(\ - 2O•T10PB� .. l)1 . f9D+BUNN T v2'otiBUOR I �. /•� l j TRUSS. DETAIL #1 -a C Z cv m I z w ' 'C EILING ILIN GDET I L WALL DETAIL w Z IL 1- m O rF� mom CAMI.;%1 -0. 1-1/Z- a 1- SHEET NO. 2003135 .. LOCUS^ g� ,UaAWAY RD. i/ LEGEND SEwEF u,wNO'J: / F / n CJ MAP 274 Z p WATEA G1E I COMFORT / O K INN -') -- t " - EXISTING RETAINING pRDPO3E0 CONTOUR/r WALL . X YOA I LOCUS-'MAP SCALE 1"_. 2000 - A cRouNo LIGHT ASSESSORS MAP 274 PARCEL 2 � /• / V . / UNIT t EXIs1ING POLE LIGHT LOT SIZE;_A5,424 SF (1.04 AC.t) ' - / / ,B9]y ARE/. ZONI OFFICE N .C BUSIN ESS D WP- W - If FAD P UNIT 7 1 PROTECTION 1'' I' � ON OVERLAY DISTRICT /� PROPOSED POLE LIGHT 120D SF'OFACE ,AREA: NO MINIMUM 1.04 '- ACRE PR zs'uATt HT. PROVIDED \ � / / FRONTAGE;'MINIM MIN. 241.99' PROVIDED - ��^• MAP PCL224 PR POSED B WIDTH: ACKO MINIMUM. PROPOSED - - /. r b IY 1 a36 FREE STAN.SIGN $-. 20'FT - FRONT. SEE BELOW 100.7' / 5805 SF FIRST OOR AREA ` O FT SIDE 18.4' / /SLAB ON GRAD EXCEPT 15DO SF - . . OFT - REAR 8 AN ( - / _ _ 'UNFINISHED 8 EMENT AREA ' 100 FT ALONG ROUTES 28 AND 132 ONE STORY TRUCTURE \N�l / FLAG POLE NO MAX BUILDING COVERAGE 58056/45424 = 12.8% PROPOSED " UNIT 3 fI • 30FT r'AA]LWUM'BUILDING HEIGHT (OR 2 STORIES, WHICHEVER IS LESSER) -� APPROIC TI'.TOP PLATE FQCNT PROPOSED-WE S7ORT _ I (."� T71Y S " IS80 SF OFFICE AREA 1 OC.O. CLEANWT CONSTRUCTKW ,I FRONT YARD LANDSCAPED SETBACK.FROM ROAD LOT LINE: 10' y� Vc �. /^ I I '�,B/ �tSnNG ,.�R �I I o ' MAP 27. _ WITH S..TREES 30' O.C. 'tiRbr n4�� to '_0. OD PCL 2 ® PROPOSED SPOT GRADE . 22.3' PROVIDEQ;+WITH 3" TREES,30'.O.C. PROPOSED IF EXISTING TREES NOT RETAINED. -'.°\ R 241 \\ "y'G +.9..0 ExsnNc sroT GRACE(swNEr) 1 WIC % MAXT10N5 - PROPOSED i I �' o ` 50$.MAwMUsi NATIMPURAL S COVERAGE 22,066 SF/45,424 SF 48.6% lob j�, 81.0 c.Ls.SPOT GRADE '30R MINIM(ip1 NATURAL STATE 20.995 SF/ 45,424 SF 46.2R i .R y �. i 4 iT" PROPOSED 3 CAL-SHRUB C ?�O• rat ALTERNATE BETWEEN: 4-2.6 VWDSeyBU ER FREMENTS FOR PARKING LOTS / /, -0 IE�uALUEA.�RAIncA LANDSEAP�LBUFFER FROM LOT LINES TO PARKING LOTS.AND DRIVES. / / ' .. 10' SIDE A 10' REAR RED-, 10' MIN: PROVIDED `(/ L i' PROPOSED 3-CALIPER IANDSC 2 BUFFER FROM BUILDING TO PARKING LOT: 10' RED.. R2� RED MAPLE ACER RUBM 14''& 10' PROVIDED TREE ERU j 4-2.7 BARKING 1N.FRONT & SIDE OF BUILDI �4 YARD SETBACK) '9 NG EAR - �• - -" �t 7 PROPOSED-10 PR (R iNFEASFBLE DUE TO ' a LEACHING TRENCH I 100 fRONT'. ' t p- tNIgRIGRLANDSCAPED ISLANDS WITH t TREE /8 SPACESFOR, PARKING LOTS OVER.21 CARS. 3 SEWERLINE EXIST _S_. {/ ; 3 2031 SF/14718 SF = 13.87. INTERIOR ISLANDS PRWIDED (,/ SIGN -G- GAS LINE II ' TREE CALCULATION: COMFORT INN M.VER LINE - L ti -. / -�'�� : / I 31 SPACES/6 = 4 TREES REOUIRED - _ (7) 3' CALIPER PARKING TREES PROVIDED MAP 274 ,! ..PARKING CALCULATIONS: 16-X03 - i ` COUNTY O1 BARNSTABLE OFFICE USE: 5805•GFA (1/300) 19.4 SPACES - P `53 S1 I PRINCIPLE USE + 4 SEPARATE SWTES = +4.0 SPACES ENTER' UNFINISHED BASEMENT STORAGE: '1500 SF (i/700) 2.1 SPACES SIGN APPLICANT oANEL M.GRIFMN,JR. j /, 13"PreNNE-s LANE.r(YArirLs,MA - TOTAL: 26 SPACES'REQUIRED aN -soe-36z-,3o0.Teo 537 .CAR KINGS SPACES ' SPACES: 2.HCP SPACES REQUIRED: .. (. 3-1PARKINC SPACESPROVIDED INCLUDING 2 VAN ACCESSIBLE HCP SPACES / % oWNEx MAFNE RASPANTE MAP 274 _S9 BLUE TER DRIVE 00 NOT DISTURB COMMONWEALTH TN OF MASS PLANE BOOK 211 AGE aT h PB 29B PG a. FOUND 16-XOl E n� 5E DEED BOOK t'O.iP PC 14T � IHTERM.LLPoLITOSFCN CMI.EWWWZR:DOWN CAPE E)N.NEEAIM:.INC. - TjHG t j .l\I 939 NAN STREET YARMOUTNPORT.W 02575 CAN A.O.PWA PLS.ER.ANNE H.OJ PLS,K Q iN.,-DO6-3e2�..H1 p •j FAX t-50a-362-9880 1 NOTES: 1.THE LOCATMH I OHFP•EXIS ' W APPROXIMATE RIORNN SLATEN.THNE E9.0 A I S o NTRACTOR SLL ME nXA1NATd-%U `MnGADONTO= JJI SAFE nb p-K.,'�` .(,� • ' \ RIOM iU / .(T-888-3µ-123J1 AND ANY OTHER UTILITIES YMCH WY NAYF CABLE,PPE OF � ONLY SIGN% t EQUIPMENT I.TIE'CONS7RUCi1ON AREA FOR YFAPICATIOrN OF LOCATIONSEXIST. F - j 2.ALL CONSTRUCiNX1 WIERMLS.L'DYPCMDNTS.AND FIETIHODS EMFRDYEp W THIS YI i k PEDESTAL - -• _ . ._ PROLCT lYORX$HALL CONFORM TO TIE TOM"OF'BNbVSTABIE SU8[.MSIbF RECS �. //�I \ O / AND\oR.iNE MAAACIMSETT$,DE•ARTMENT a PUBLIC WORKS STANDARD 'SIGN k1. _- SPEdEPTIC:0rFS Fpz BRIDGES-AND HIGHWAYS AS AMENpm TO PRESENT.ALL$ETC WORK AND WlEF11AL5 TO CONFORM TD 3f0 CMR 13.0o TITLE& ' �- AND,BARMSTA9LE HEALTH.DEPT._REGIIUll0N5, 3.VERTICAL OAtOM IS ASSINED FROM TOWN G.I-S.(APPROX.NGVD29) EXALT.FIJLMItS R - A-. 4.DE51GN LDApU1G FOR HL.PA[CAST UNRS - •�. - "I - a - •' T(1 BE,NAFTO-PRR UNLESS NOTED. ' - _ SITE PLAN 5-THIS vl.1N FOR PRO PpSEp WORK OrGT AND t5 NOT TO ' BE USED Fr..PROPERTY lT STKON O t R300' t 6.6"LOAM AND SEED ALL DISTURBED AREAS NOT PA I � ETC,,, .� • . PEA M6.0].0 SEED. S 7.ALL'CRANIY$hER PIPING 44 SCH B°PVC LITAG55 NOTED. - E%15i.1101T/ B. INSCOLIPONENTS"NDT'TO.BE - RTSPECTIDN BY LZIEERING AND'PERFRSS,DN'OBTApED ' '/ -_ , C ' GAS STATION DRIVE --- - • VD C�� N �`\ OF LAND IN HYANNIS,MA ' °9 All STOGoNSTER.RIRFOR TQ BE RETAINED ON SRE.EA0901N CONTPOL AS REQUIRED n • w . wFPXP c«NsmJCTXiH TO PREVENT SET FROM ENFERING,ADMCEFNi PARCELS. #1436 IYANNOUGH ROAD .0.COORDRM1E UDUTY REMWNS/R15TAlUTKFNS WTH APPROPftMTE WIpORi 11.ALL UC4ftRACTG G SNAIL cOilFOIOI TO 2ONWG OROIINAINGE - PREPARED FOR 2.D'ALL UOF TO VRIOR To ATIQM AND DEVDIS GIN TINE ST4TT / DANIEL M.GRIFFIN,JR, Oi ALL 1RXTTES PRIOR To ANY CONSIRLX:TIDN ON THE SITE. / GUY i WIRE 1 SIA: 03 32.31 - - y / F CL DRIVE _ C / / cn, SCALE: 1" = 20E DATE:7/10/02 L USED:9/ 'M S 1\ S,MC'EWNG R > `L EVISED;10/09/02ADD"'QDMNENTS) REVISED:1/23/03 (SEPTIC.BLDG. .THIS PLAN INDCATES LIGHTING. LANDSCAFNG&DIMENSIONS Wf 508-362-4541 Wt CJRBRT) NOTE:ALSO SEE GRACNC/UTIUTIES PLAN SHEET.2 fax 508 362-9880 -P~SET:NOT FOA CONSTRUCTION PROPOSED CONDITIONS SITE PLAN la of SHEET 1OF3 -�L1WOFr,• - - SCALE: 1-=20• _ down cope en g in e e/':'r7 g, 20 0 20 '° 60 Fept a C/AIL ENGINEERS s' p a = ' OJ iA c9eo 02-153 LA(VD SURVEYORS ,q'0 0'�p 1/23/03 939 Main Street - YARMOU,-lPOR7; MASS. �u b DWR.E OATS 1 FLS. 1 4 it ' �\ `\ \ l/ •� � /. i/". /' ,. 9 /, /// / ,/(� / t � ` 5 \ \/ •555 V pC,p T,'STONEz U D x.a'x T— EFF.DEPTH/OKRAL}OiwE NSIO4SX tl •\ i� 45.61 KErsroH PET.wd - MAP 27.4 // ( a LP• /awr9n 1by. LEGEND O j / \ mv.OUT b,z ♦ - �n ': /� / ( i / .. © I 'EXISTING REfAI C //, / ° 0/'`2 k �J II ' i .y T�j 7• / sEwER uwHOLE ' •\ WALL wATEa wrE I!1 / t` � ,c:, � -�'• \ ' _ -O wren e4sIN I Ro II f/ \ /// .. // , .. • \� 4` -ii ,iJ / ax P'_7�/UNIT/Y SLOPE STMalWg '� A t PROPOSED C ONTOUR UTun POLE 9 Ii � f J/l a w• �,AP 274 PR POSES B ILD ` \ ' i REyE 1 C_ PCL 2 f ±= GROUND UOM II FIPSI LOOK AREA \ \ ' ' \ 1,T E,usnnc vat ucnr + SLAB ON GRA- E CEPZ 1500 SE �'1"-96 G r + FINISHED SENT AREA '1 �4 \ jNo \� PROPOSED POLE LIGHT j I \�-� _ y // j '•1 ry ON STR JCT 2s'IAAx.HT. j �I i 1 <]�94��_- / /' !. ?uO.<6 /, 444777 l,?� 1` OGTIGE ` \ `\.I I ,\ ,\• \\ +ra.t FREE STANDING SIGN j �� \ \~ `1 '?o• \ \ PCL 225 ,l i ( / ,5. .�✓ i J I. r I s- ems? ids b �y,, .\``. a 241 O-\, PO,nAG POLE It` 4 f 1 ` i 1//' /.`�. --r '' /� +sea! I i' `�/ e ate \ r+,/'' '9.` •''\ +2' •J l \\\ ,\\\\ •';i_ - 01, aE.imur !� I t3S5.;R vROPosEo SPOT GRADE N•\ '\ �-• 1 \\ / •r / \/r / \`.\\ 1 1 ` \ 1 .t.,9.m IX2TmO SPOT GRADE(SURvfq I i I h�, G.I.S.SPOT ORAOE V PROPOSED a CAL ALTE PmoR ITE BETwEE SrH RUB �I I 'i ..00OOODDCo�ROON� 7 ' (� rawosEo aL ER iY6/'F)52 �. \\ 1 \\\ \/ �l � . ,, ` C) I ✓/ i I 1 - i � � �7 aEO IWIPI�aCER RU9ERUN Ii i f,EXISI. .\ sys CT�J`Of N \+q.>4 `\ I a LFxHInc raENCH ` 1 `''.1 I ti '`' .1 PRO LEAC LE.THE M , '�.okNTI'E+ \S' \' < - i iR J/• ' l I iR 1( r\/h %°+ti%`i r s'-!-'Y\\ - \93.5�` // /-'// !I % CUUN' 4 —g.— SEWER! MAP 2y 762 W — -TER LUWK IsaX03 'Ows LwE\ TY CFrANSTABILE P E �II i ' /AP 274 - I i� l / / a r a, r <s J' - �•. / 'D15n1RD _C Cy.&AC H OF MASS,' 77.4 - zo NCHwAR ' - arERNAur -/ Xi CENTER oT a cx ' 1 BAb1N EL I' C , H _ +_ N tisuwm wTUN r I 57.42 5 STAMM DRIVE -\. � tI f I IX6T. GRADING&UTII.ITIES PLAN \ ;y •f� ��scc--�� 7 TFlEP11�" /J ! J,", . "'� I \ EXIST. / a PEDESr tt{ I d W _ \ �J ,�: 9u4" 4 +. + , TO ACCOMPANY \ y,. Sat �j`' \ j, ! Su:,o7w Poo __ IV ,. "EST.FIACPaES SITE PLAN w\w GRA UTILITIES OF LAND IN HYANNIS,'MA. �6� �: \ _Dttd�-�c UTILI ES SITE.,PLAR�' -EXRR #1436 IYANNOUGH ROAD N / \ FURE 20 O 60 Fee1 PREPARED FOR � 119 \` 1. ' 11 LGISS7 S1NR �SCALE: DATE:7/10/02 cuy4 \\ REVISED: 4-02 \Ti59)1 'STA:103 32.a1 + ?L'2 �� PERK?SET:NOT FOR CONSTRUCTNN 9-02 ' ✓"°RNE + \\ REVISED:10-0 REVISED:1/23/03 .508 362-9E80 _ ruNr. cua ,(a SHEET 2 O F 3 / Ir do ' r Awn cape engineering, inc 0— CIVIL ENGINEERS 3 r„L N Pin LAND S[.'RI/EYORS sm9z r r - ! �n• m 9 '- + 939\Mp(n meet YARMOUTHPORT, MASS. .T A PLS,P `� DATE *" r , NOTES: rt- a - • ,.ME LOCAFONTr.of PRIOR ANY EXCAVATION I nunc5 SNDWR THE MIS PLAN IS R.fi LONA AND SEED ALL OSruPBEC.PEAS HOT PAVED.M6.OJ.0 SEED. .. APPR°nusTE. RRlpt r°ANY E%CAvpnov Lw MIS SITE.tHE EY.CAVATINC 7.ALL CRA�m. SENER PIPING.b SCH-80 PVC UNLESS NOTED. CONTRACTOR SMALL MAKE THE REO)WEO 72 MOOR NenNcpnoN To OG.SAFE (1-888-3<AW-7233)AND ANY OTHER UTUTIES ANICH MAY HAVE CABLE.PIPE OR 8.COMPONENTS NOT TO BE BM'KFILLED OR CONCEALED WTHOUi EOuAPMENi ME CWSTRLI AREA FOR KRR1CAnON Of LttanONS. SEC ON BY ENGINEERING AND PERHISS+ON OaTNNEO. ) ® ® +• /i �\ •27° •• - 2.ALL CONSTRUCTION MATERIALS,COMPONENTS,AND METHODS EMPLOYED ON MIS 9.ALL STORNYIAtER RUNOFF TO BE PUNNED ON SITE. \ PROJECT WORK SNAIL CONiORY TO P1E TOwN OF BARNSTABLE SUBDINSION RE05. SEPTIC SYSTEM DESIGN DATA j / /%/ //�� /r _ •- I AI I' nN0\OR THE MASiwMU5ETT5 DEPARTMENT pf PUDUC WORKS STANDARD 10.COORpNAiE VrRItY REMOVALS/INSTKIATIONS WRH wvoBOPRMTE vENDORs. 17 :VEO ICATONS FOR BNIDCES Iwo wGNWAVS AS AMENDED TO PHESENi . UCNTNG SHALL CONFORM TO 20NWG ORDINANCE. ® 1 I L SEPnC wORK AND NATEAI.NS i0'GGNfOPM i0 310 CMR tS.W TITLE 5. It. ]JO RVLE:13.12A 5</A35e0- 1.0A2B AGREXJJO)-J.A.I GPo DESIGN rLOw KLInEO. - /• ////� 1/ ~�_r' •- _ _ `--7 i D BAPHSTAEILE NEALTn DEFT.REW-Tto S. 12.CONTRACTOR O YERITY LOCATION.HAD DEP. AND AVATA TY iTTLE 5 ROw: ].vEFTKAL OATUY IS ASSUMED FPOY TOP"OLS.(APPRO%.NGV1291 OF ALL U1ITTE5 PRIOR TO ANY CONSTRUCTOR ON THE SITE OF APFA: 1.381SF(75 GL/1000 S"') 3.- 3.-0P0 DESIGN rLM / - E-.G •--1 I A.DESIGN LOADIMG FOP ALL PRECAST UNITS NO GARBAGE DISPOSALS ALLOWED b/ - •_ - A TO BE AASMTO-H2O UNLESS NOTED O SED"It ONLY ANO IS POT TO USE.1500 GALLON,I-10 SE1-•RC ✓- SEPTIC TANx;3A3.6 CPD(200x) U.GLUON RED.(1500 GAL MIS PLAN IS FOR PROP MIN R PROPE-L N STANING. T 9E USE.Fo j( USE(C I��UYCR CUSS SOBS TOR tFACHING SIDESAND 2: STONE AT TPoENOS(JO.Ja'Sa OVERALL DNG AREA �FHSIOPS) ., �SE CAPACITY INALTRPTORS ST'WPN J.SB'DOUBLE WASHED SttN[ / USE I,IT OF STONE UNDER INFILTRATORS FOR 2.0'EFFECTIVE DEPTH, DOriw GA_ 3o.3.'x,10.00•-3oJ.A sF K o.7A-zzA.e ORD 3DEw,LL-2(30 JA'.ID.00)x 2.F_,61.A SF%D.T._ 119.A GPO sF ]A3.9 CFO o.K. MEN FINISHED GRADE AWAY FROM BUILDING AT ALL ROWS (39 �` .. I �- m �J --- ------'---- -- ---'--- ---'------ -- ----'.- ---'-- 4` HC °we CLUHan TO GRADE ON END UNITS ONLY. _-_- r / 7 //y- •- H-10 CONC.COVERS TO WIMN 6"FINISHED GRppL COVER TO FRMN 6'OF GRADE /THREADED CAP'END (2)REG.TOTAL Lw + I -SLAB FL fi5.0 FINISHED� NC BLOCK UP 0-80%.RISER AS ANGINA._.... 3'PEASTONE 2 • / RADA)/, - MORTAR ALL COMPONENTS OVER STONE TOP EL 61 _- Ecwsi o � Gr _ I � � \Y - � i _ , ',, --- - - '----- -- /Eo a --- - - ------ --- -- -- --�-T• M 61.{2 Y IJ'AT^.x RE ' ✓ 50o GAL to- -to ~mSEPTICA-PscHAo IxAC TANK GA5 FIMYLE: - 60.7 5 w 4••scN+o c t 1-' - • � N --_ ----___ i U0.LEVEL _, ________.-_--_-_PIPES LEVEL 1ST -•-�� ____- .-.--e ^•'4'O°'e__-°'•--'e=o ewe+- °•°-_• --_ 2- ',e°e.`.a°a,`,o`.°�:'°'°.'_:°.e:ae°°•ao ° a °e °'°°° '•'e°.° I _ _ MM I.tiAPl�soNE BENGTM UNTS AND STONE-NO AS USTED°ELbA 1 Z( N 10 D BD%ON 12'GDMPXC M CC1AVACDON( ) _-#YE�BS-N-rtOv..zmi.s _-_----__-_.-__-1/A"-1-1/2 DOUBLE MASHED STONE r. VNDERNEAMTuM 3.5B 60TN 61DE5 AND --. _- _..-- 8'�vEott EXTENDING 28Y AT EACH END a<THE R/STIC V.-. _�� - -- ------------------ - ------- SEPTIC PROFILE OVERALL_ DMEN4CNS TO OD,50E :S�J._x 10.00'X 200_ER.DEPTH - - 10EST �- �r('�\\�/ •_ v f32 _ APPRox.SCALE. ,/.•- I'-D" V c3371 TNo„c.prhR T. m t7 HEAVY OITI'f H-20 COVER 2.PRO°OSEO�' hG I . (/ tABEIE0 BRAN" �- Q DR1LL 2)I•e HOLES W CWER XE '� I , AREA PLAN _- L . LOAM AND SEED COMPAC EM KFILL W 6 - SEE PAVEMENT CROSS SE CnO S!W ALL Tools�APEAS LIFTS.rYP.ALL oRxNACE) .. SG)IE r•-T50' INVERT ElE AIIDN (T9.) YIRAt 1{pN FABRIC�R H-20 s•:.. ORKr(2)1: SLOTTED N-20 w5 u5T EL ON SITE R/DN H-2o SLOTTED N-20 T MAC PEASiONE RREGST iCtES N i KADRT'ELEVATION 0 300 Feel \\ RISERS t2••HOPE 16O PRECAST 12'9 MOPE --- (TrPJ R15ER SLOPE Ox AS RED. ADS N-12 DR EO. '.2)1• AR ALL COMPONENTS AS LISTED ON SITE RAH MR.) 2.U'(NP.) 2.D'(TYR.) ` R"EOVE 2.0•(TYR.) 1 2.0'(TYP . PROPOSED _3. J C.&a UWWFIABLE - H-20 _ tYC.B:m 1Tm EL Plx >i( , M1 SOW.EVAUiATEA:OAREL A QAMA RLS.QT N2 SOIL EVALUATOR:DANIEL A GMLA PLSJOT SOIL - PROPOSED - f BON:DAVID S'ANtON 8D1!MVID STANTON- _ ENCOUNTERED H-2o 1000 GALLON • SOLID I2'6H-1O CPR l , EXCY.:RED,ELLIS EXCV.;REID ELLIS (w ) �' LEACHPIT I SLOPE!x MM. _ MM 12/A/O2 MTE 12/A/DI I FOR TODD GALLON -v%e'--_SFIORfT _._ � ImOPOSD - 3 MAWNp LEACHN I LP IRDONN-20 OR MIA•L NSO cwILOII CAST 1 p T°MOI�maA� " Q EL 66.5 I 0• EL 68.0 0• SOnE 6''xW-8-SHORE x-M GT°1 BASIN 'ox-'--"SNORE SOL `F 0.-ORGANIC O-ORUuaC LPt000N-20 OR EOUAL '•x6'-a'SHORE sou 1 2. 2. REDUCE w/ +I BSw N-20 OR EOYAL BASIN P-M OR CWN I' .4-LNLr/SAND ML°WY SAND .. CLEAN SAND _ 1 W IMP _ -.. SECTIONAL PUTS 0. 3 2 W 3 2 , .. •..6•V WASHED STONESRN /- SECTIONAL ROTE e 8 H UND Ee •.6•wpSMEp STONE UNDERNU�' JkA'LF CrmNc TRENCH STRUCTURE B FtOTB20N B Igq,ION STRUCTURE 9ETALN STRUC!URfS A?•ERE SNDWN'....._....___...__...,....._.-._..._..__.._: LoAAY sArm LOAN"SAND si A--!,/z• _. __.._................ _. _ .-. ..__.. SEE iPEHcx cRoss acrloP s I 1C'iR 3/9 ,OYR 5/8 -- - WA5INED STOLE(TTp.) {'M:N AROUND PIT {OR MIN AS NOTED PIT _•V r«^�, - -I E,HmzON Cl PERC PATE:<2YW,1» GMEDIUM,_� DRAINAGE CROSS SECTION A W_SAMD BOTOM PERC.AT W' 10YR 6/8 'COD BERM \ IWR 6/9 i/GAL POURED W 5� -1•TORCOA) NOi TO SCAT lox FRA\'R t0[GRAVEL wS4 DRW _ TYPE It NOTE:NUY&R AND ALICMAENi OF PITS >-'FASt01R PM RRE :2 P SLOTTED N-A EL 585 96' 0.61.D 8{• I 2_887DER AND BASINS VARIES.SEE SITE RAN. V 2?°R EouM E . C2 HOWON' C2 INOWZOH - ____ >.oalAaE �-y MECMI/COARSE SAND YEWM/COV6E SAND > 1. W 'OYR 7/6 10YR 7/6 :r2ti'•�'^" _ • .I wAyWp STIXW .- _°„ 32. 12•RROCESSED GRAVEL ,.. I� .• { / -� Fl 54.5 DP f M1.03.1 Y9.ROLLEP COMPACTED I f 14' 1{A' A EL.58.0 120' 1 . q e'er168mt 1W(:ROUNDiIAT ER ENCOUNTERED' NO GROUFDWATER ENCOUNTERED REwO+E TOP h.5UB5pR - EST.MART GROUNDWATER EL 373(tOPM YAP) NOTE:REMOVE AT(FROST SUSCE.RTIBLE MATL'7ML DOI>aL SftwO 12 p TO A DEPTH OF " BELOW FWSHED GRADE. ❑❑❑❑❑❑❑❑II DETAIL SHEET TO ACCOMPANY FNV rICMEp neEm••W REPLACE WITH NON FROST SL1SGt'PDBLE,MATERIAL - TRENCH CROSS SECTION ° �MUP:»DOSD•8 TEST HOLE LOGS PROCTOR G�A� N L� ' 00000000 N> SITE PLAN `1, If NW sTNY NOTE-.OR DENs1n WITH vreRA'LI ROLL co4PAD. ❑OO❑❑❑CAT❑_11- � - 1`, f 3B=m 12 iY�Ir-1v ❑❑❑❑❑❑❑ L / ❑ .TFDI PAVEMENT CROSS SECTION E NOT iD OS � I ❑❑❑❑❑❑❑❑ 3- i )�. f FIALm,Oi,�4MW SCALE ❑❑❑❑❑❑❑❑I OF LAND IN HYiANNIS MA xEa MN. eunpNe DOWNSPOUTS6_LOAM k SEED Y LEA'SAEut .I - � ) •. - pW EIE®mBWy Y•p1 #1436 IYANNOUGH ROAD r 0 PREPARED FOR CLEAND, D GLDE I FRAME AND GRATE MoaDa.F-a,oF Tip ` 26• DANIEL GRIFFIN,IJIL -1-T.3860LOS. W_ E H-20 RATED LEBARON OR EQUA :7/10/02 L 1 20 DATE SCALE: REVISED:9-14-02 } PERMIT SET:NET FOR CONSTRUCTION ROOF DRAWS REVISED:10-09-02 TO WS 2x MN. I EWE :',) 6!:/e•12' oN 508-362-A5At REVISED:1/23/03 r Ic.BLDG., t2' - I \ N4 ' 24- rm 508 362-9880 TREE PLANTING DETAIL ROOF DRAINSy / SHE 3 OF 3 TANIUf.LetwtoN BRDCKron.uA „A �•d ,� 1' NOT TO SCALE MODEL::�TJ 105 ' tJ O Wr C L.' E "/�g i/)P e/'l.'�g, l/•?C. ARNE K 1 ! Cl V/L ENG/NEE.RS a ouLw rI I a TYPICAL ACCESS COVER �L �, "°� ;Gy:3A-. r-o- oT LAND SURVEYORS \�r - LIBEL SEINER DR/DRAIN AS APPMPRfATE 39 Mai, 5.reet YARMOJ.!'iPORT, MASS. ..LA PLS. I !, i I f HATHA y!! PONDS - 'p s LEGEND oL / LOCUS ' Q��o��,c HADAWAY RD ti �`� / •. o / x � SC� SEWER MANHOLE I 010 S / fn WATER GATE Z MAP 274 LP CATCH BASIN O PCL 1 / GO r s COMFORT INN / PROPOSED CONTOUR i D EXISTING RETAINING / WALL C10-D UTILITY POLE �► GROUND LIGHT LOCUS .. MAP SCALE 1 »= 2000' EXISTING POLE LIGHT t UNIT 1 ASSESSORS MAP 274 PARCEL 2 1693 SF OFFICE AREA sao, UNIT 2 PROPOSED POLE LIGHT LOT SIZE,,-�45,424 SF (1.04 AC.t) h � I ZONING: BUSINESS 1200 SF OFFICE ` 25' MAX. HT. WP- WELLHEAD PROTECTION OVERLAY DISTRICT MAP 274 pp AREA: NO ,.MINIMUM 1 .04 ACRE PROVIDED PCL 2 PR POSED U IL O 1y2 r FRONTAGE; 20 FT MIN. 241.99' PROVIDED # 1436 FREE STANDING SIGN WIDTH: NQ MINIMUM PROPOSED 5,,805 SF FIRST OOR AREA SETBACKS: 20 FT - FRONT* SEE BELOW 100.7' /' SLAB ON GRAD EXCEPT 1500 SF I 0 FT -- SIDE 18.4' UNFINISHED B EMENT AREA �0 0 FT - REAR 15.2 ONE STORY STRUCTURE � �''• Q"'L„ PROP. FLAG POLE * 100 FT ALONG ROUTES 28 AND 132 oy® UNIT 3 NO MAXIMUM BUILDING COVERAGE 58056/45424 = 12.8% PROPOSED r??¢ �H 1688 SF OFFICE AREA C.O. CLEANOUT 30 FT MAXIMUM BUILDING HEIGHT (OR 2 STORIES, WHICHEVER IS LESSER) I r APPROX. 1,4' TOP PLATE HEIGHT PROPOSED- ONE STORY CONSTRUCTION S�hq(� h444 ,y ( + �48� EXISTING CONTOUR h �OF �B�Th/y�q Fiy o r`?0• p PC 22 C PROPOSED SPOT GRADE FRONT YARD LANDSCAPED SETBACK FROM ROAD LOT LINE: 10 OLF ��5� o• o �F�c �o WITH :37 TREES 30 O.C. ro. S R/xq sTgr IUMA Fo # 241 22.3' PROVIDEp-AUITH 3" TREES 30' O.C. PROPOSED IF EXISTING TREES NOT RETAINED. �,- FR O R p sl qNT gHC+R G S qQ FR +49.40 EXISTING SPOT GRADE (SURVEY) Ii F � Cq�,Q 90' 81.E G.I.S. SPOT GRADE WP REGULATIONS: PROPOSED / s^ I 50% MAXIM PROPOSED 3 GAL. SHRUB U.M IMPERVIOUS COVERAGE 22,066 SF/45,424 SF = 48.6% 30% MINIMI)M NATURAL STATE 20,995 SF/ 45,424 SF - 46.2% o �FR Uo o ?yQ, JALTENATE BETWEEN: o' o W PJMRRHODODENDRON �ry NIKO BLUE HYDRANGEA WHITE AZALEA 4-2.6 LANDSI;�4PE REQUIREMENTS FOR PARKING LOTS / LANDSCAPE BUFFER FROM LOT LINES TO PARKING LOTS AND DRIVES: / \ Q PROPOSED 3" CALIPER 10' SIDE & 10 REAR REQ., 10' MIN. PROVIDED O PARKING/BUFFER THEE 801 O R2p RED MAPLE ACER RUBERUM LANDSCAt?E BUFFER FROM BUILDING TO PARKING LOT: 10 REQ. (90, i 14' & 10' PROVIDED PROPOSED LEACHING PIT i p O l & LEACHING TRENCH 4-2.7 PARKING IN FRONT & SIDE OF BUILDING 3 4 r •D' 9 � �•, (R� INFEASIBLE DUE TO 100, FRONT YARD SETBACK) -_ SJ SEWER LINE I 10% INTERIOR LANDSCAPED ISLANDS WITH 1 TREE f 8 SPACES WATER LINE FOR P�4RKING LOTS OVER 21 CARS. EXIST. Vim- E n G - -_____ GAS LINE SIGN J 2031 SF 14718 SF = 13.8% INTERIOR ISLANDS PROVIDED COMFORT INN TREE QALCULATION: \ GAS 31 SPACES/8 = 4 TREES REQUIRED 0 A GTE .. _- . . ... MAP 274 (7) 3 CALIPER PARKING TREES PROVIDED :,; • � �. - _ o - 16-X03 I COUNTY OF. BARNSTABLE } PARKING CALCULATIONS: OFFICE USE: 5805 GFA (1/300) = 19.4 SPACES ENTER PRINCIPLE USE + 4 SEPARATE SUITES = +4.0 SPACES -ti 1330 APPLICANT: DANIEPHINNEY'SL M. GRIFFIN, JR, UNFINISHED BASEMENT STORAGE: 1500 SF (1/700) = 2.1 SPACES SIGN � PH. 1-508-36 LANE, HYANNIS, MA 5082-1300 X760 ' TOTAL: 26 SPACES REQUIRED OWNER: MARIE RASPANTE 521 CMR 23.2.1 26-50 SPACES: 2 HCP SPACES REQUIRED. MAP 274 59 BLUE WATER DRIVE 632 31 PARKING SPACES PROVIDED INCLUDING 2 VAN ACCESSIBLE HCP SPACES DEED BOOK LE, 30 1 PG M.H.B. 16-X01 DEED BOOK 13041 PG 147 .� FOUND COMMONWEALTH OF MASS PLAN BOOK 211 PAGE 47 & PB 298 PG 84 DO NOT DISTURB PROPOSED CIVIL ENGINEER: DOWN NMAIN STREET ENGINEERING, ARMOUTHPORT,MA 02675 INTERNALLY LIT SIGN a ` "\ �'• DANIEL A. OJALA, PLS, EIT, ARNE H. OJAIA PLS, PE 2� PH. 1-508-362-4541 FAX 1-508-362-9880 ". Uq NOTES: , � F f4'i� C� x pO � � C 24 0 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS /N N/T "`q�OF RIGHT TURN i CONTRACTOR SHALLAPPROXIMATE. MAKE THEOR TO Y REQUIRED HOUR N ON INOTIFICATION S SITE, THE ETO DIGTIS SAFE C 4.9j CLIP F�O�'(��"`OQ p ONLY SIGN F �BF (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR T S/ N o Q � `RM TELEPHONE' 1 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. t< p 6 ♦ k PEDESTAL 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS EXIST. PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION BEGS. /(j "� O SIGN r • AND\OR. THE MASSACHUSETT5 DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. " AND BARNSTABLE HEALTH .DEPT, REGULATIONS. EXIST. FLAGPOLES /�✓ \�' 3. VERTICAL, DATUM IS ASSUMED FROM TOWN W.S. (APPROX, NGVD29) 4. DESIGN LOADING FOR ALL PRECAST UNITS " TO BE AASHTO-H20 UNLESS NOTED. Off, ; 3 R1 k30 0 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO r§lrrE P !� ,2 BE USED FOR PROPERTY LINE STAKING. '9N�TCh 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. LIGHT / / rp3xoo Q C,y F CG' ` OF LAND D I�X1�,�+ �iJ MA 7. ALL GRAVITY SEWER PIPING 4"0 SCH-80 PVC UNLESS NOTED. EXIST. L / � OQ CR"� ' 8. COMPONENTS NOT GI BE NG AN LLED OR CONCEALED WITHOUT ` GAS STATION DRIVE , . l r Y ,\ NNOUdH ROAD INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. V/ ' l�1 ,1 ' 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. EROSION CONTROL AS REQUIRED .� DURING CONSTRUCTION TO PREVENT SILT FROM ENTERING ADJACENT PARCELS. PREPARED FOR: 10. COORDINATE' UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. / I "� E 12. CONTRACTOR TO VERIFY LOCATION AND DEPTHS AND AVAILABILTY " � 1 �;� GUY DANIEL M. G1tIFFEN, JR. OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. I WIRE SC ,�r j STA: 103+32.31 C- SCALE: 1" = 20' DATE: 7/10/02 1 / /CL DRIVE ' F �Tt/Alo `` 1�'ISEDo 9�14�02 (ACCESS. SEWER. o ADD 132 WIDENING) 4x0� " REVISED: 10/09/02 (SPR COMMENTS) Rai.. ��T� RSED4* 1/23/03 (MHWYC E ♦ ZICURBCUT) THIS PLAN INDICATES LIGHTING, LANDSCAPING & DIMENSIONS ` Off 508-362-4541 NOTE: ALSO SEE GRADING/UTILITIES PLAN SHEET 2 fax 508 362-9880 ;PERMIT SET: NOT FOR CONSTRUCTION SHEET 1 OF 3 • PROPOSED CONDITIONS - SITE PLAN ��1H of __,...._...._.�, .,..I O down cope. engineering, inc. o A SCALE: 1'=20' UAEI�H. DANIEL Zo o zo 40 60 Feet Cl VIL ENGINEERS CIVIL OJALA No.30792 , 4C980 / L AND SUR VE YC�RS A�o,�'�FcisrER�o �`� , A Ss10� 1 2 Vo3 939 Main Street - YARMOUTHPOR T, MASS. n PLs, NosuR. DATF 02-153 5 . 8 .51 79. 6 55.5 o� /�? 6 .32 / 81.0 S IL ABSORBTI N S M y (4 HI-CAPAC IN IL ATORS y 54.67 �' WI H 1.1' STO E U DE 1 X 30.3' 2' 73. 7 GvN F. �'� / 7• �0 ", E F. DEPTH OVERAL DI ENS S 4 4' REV / 7 X °cA �Oa• / KEYSTON RET. WocC T +72.2 T.O.W. EL. 58 2 LEGEND / 45.6 /design by other 60 AL. DRAIN MAP 274 LP B F&G EL. 2.0 / 01 PCL 1 F&G E.L. 54�1 54.37 4'SUMP 1 S/TAL G / • / � � � 79 1 � SEWER MANHOLE INV. OUT 41.2 COMFORT INN EXISTING RETAI G 53/I1 6� - O _ �, _ O / S +7 .35 WALL ` .- ,�p`� H2 7� �(�� WATER GATE 0 D BOX. v �• � CATCH BASIN 2 0.44 + S� + PROP. 1: ROCK 79. 0 5 PROPOSED CONTOUR UNIT / SLOPE ST BIUZATION 1693 SF FICE AREA 9pO, A �) UTILITY POLE 0 0 mo +67. w' 1200 SF OF CE �- 5.93 ?J , END OF / GROUND LIGHT +♦ I WALL v p (� R + { ('� 1� 1 REVEAL MPCL2�4 f- R I O lJ 1 lr lJ \ 76.39 # 14,36 Q \ EXISTING POLE LIGHT 5805, SF FIRS LO AREA .96 '79. 7 +6 SLAB ON GRA CE 1500 PROPOSED POLE LIGHT 6 FINISHED SEM T A EA J �RQ`F \ p \ 25' MAX. HT. ON STRUCT E +6 .13 +62.5� I 5 38 �oMF� UNIT 3 g FREE STANDING SIGN 4 60.46 / ? 1688 OFFICE REA �rn + 78. 1 47,04 Qn Sp yq H o, MAP 274 PCL 25 PROP. FLAG POLE o �p # 241 -�58•,14 � / AgOSTF I �Rp C,p 0CIO. CLEANOUT 1� + \Yq�o -r56.61 •�°j S/oE�q 1 ! 0 EXISTING CONTOUR 47. / \�A�SC4,a + 8. PROPOSED SPOT GRADE 0 �/� vo 1N, -}-49.40 EXISTING SPOT GRADE (SURVEY) c9 6 •4 +7 .55 /\ 81.0 G.I.S. SPOT GRADE PROPOSED 3 GAL. SHRUB ALTERNATE BETWEEN: PJM RHODODENDRON 5 .0 NIKO BLUE HYDRANGEA .0 0 �p WHITE AZALEA 51.45 ' 7'53.95 99. \ 9 g 77. 7 PROPOSED 3" CALIPER / \ \ \ +63. •Y r• N PARKIG/BUFFED TREE �"2.02 28 RED MAPLE ACER RUBERUM \ \\\ // 07 6k 7.00 / \ 52 \�- ----- / e F �` PROPOSED LEACHING PIT / . XIS ' / 3.09 SIGN ,N 7 \`t / 64.0 0.00 ~ �` & LEACHING TRENCH -= C FO /+52.76 /r/ / 6,0 -- Q MAP 2 4 ~s SEWER LINE -}-51.39 bAr-"h " 16 X03 W WATER LINE -k�4•67 �� ' C NTY OF ARNSTA$ E G GAS LINE -}3.62 2.55 3 , � 4.6 NTE +48.88 +54.50 N 6 ��/ -3 t +45.9 1 _ \ \ G A GA � -}- 54.74 � 65.56 �-52.10 �'olx�3.0 � � 8 � MAP 274 ` 53 .33 M.H.B. 16 55. 3 F COMMON W TH OF -MASS 77,4 \ N T DISTURB 5.4 PROPOS D 45 +7 .02 . `+ -}-54 19 BENCHMARK: INTERNALLY L SI +7 .64 2.45 �. � CENTER OF CATCH 0 ` £k�ST/ BASIN EL. 57.18 \ `\ ASSUMED DATUM 0.15 (APPROX. NGVD29) j 53.42 t f \ R'q/( 68.9- I GAS STATION DRIVE ' I fOc +71.34 FksT�'Vc 4R��rf � 0 F��1.( C�0 58.7 �", NL T UR Q GR"ING & UTILITIES P LAN e/T �R9 W�/NF' `,Q�R EXIST. p �' p S/OF �M 8.79 TELEPH E' •6 , ��/C .18 PEDEST L Q -} 71.57 TO ACCOMPANY EXIST, 9.04 H� +6 .3 STA: 103 3.00 SIGN �/� � � CL DRIV6.52 o EXIST. FLAGPOLES OF LAND IN HYANNIS, MA \ .� o GRA U Ti I TI SI TE LA 56,55 �J .29 q� }-74,1Q SCALE�"= #1436 IYA ,NO V GH ROAD /03x00 O C9AF CT0 FUTURE 20 0 40 60 Fee E ST. LIGHT / oo ec'�go PREPARED FOR: � / 8.33 Fipy FS. GAS STATION DRIVE <9 61. s +74.36 DANIEL GRIFFIN, 00R. ,, Q SCALE: 1 = 20' DATE: 7/10/02 55.7 +6 . o GUY REVISED. 9-14�-02 PERMIT SET: NOT FOR CONSTRUCTION RE REWLWD: 10-09-02 / \�+59.71 STA: 103+32.31 �` 95 J CL DRIVE 0.74 l�,ri �'1SD: 1/23/03 BLDG 104x o -4541 MHWY CURBCUT) ax 508 362-9880 ! \ c +60.43 NC 4 ejr cRg c �J"Pa \`` I �Eq�ZH OF ,�fq 9 FpllH OF ssq� SWEET 2 OF 3 rvq4,� 3� \\� + 82 \ O wr) C a� engineering, inc. No.307OJALA•92 � OJf CIVIL 'q-ACD / o Cl VIL ENGINEERS 409so RL A ND SUR VE YOS �o 'AFC Eo 23 J et - YARMOU THPOR T, MASS. A PLS, P uRv_ DATE \\02Vl 53 _I x_ NOTES: 1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7• ALL GRAVITY SEWER PIPING 4"0 SCH-80 PVC UNLESS NOTED. �. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8. COMPONENTS NOT TO BE 13ACKFILLED OR CONCEALED WITHOUT ® \ „ x» �- EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. �p xx z74 x" ---_ 2, ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE, ® W 74 PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION BEGS. # 10. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. �r SPECIFICATIONSD EMASS CHUSETT ADEPND HRTMENT OF UMEINDEORK STAND PRESENT. SEPTIC SYSTEM DESIGN DATA 1 1• ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 330 RULE: 45,424 SF/43560 = 1.0428 ACRES(330)- 344.1 GPD DESIGN FLOW ALLOWED. �1 AND BARNSTABlE HEALTH DEPT. REGULATIONS. 1 ONTRA 7 Yr E2 CONTRACTOR OR 70 VERIFY LOCATION AND DEPTHS AND AVAI 1 lA8 LTY TITLE 5 FLOW: 3. VERTICAL DATUM IS ASSUMED FROM TOWN G.I.S. (APPROX. NGVD29) OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. OFFICE AREA: 4,581 SF (75 GAL/1000 SF) - 343.6 GPD DESIGN FLOW x- xr 4. DESIGN LOADING FOR ALL PRECAST UNITS NO GARBAGE DISPOSALS ALLOWED TO BE AASHTO-H20 UNLESS NOTED. SEPTIC TANK: 343,E GPD (200%) = 688 GALLON REQ. (1500 GAL. MIN.) 5, THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO USE 1500 GALLON H-10 SEPTIC TANK x_ BE USED FOR PROPERTY LINE STAKING. USE C1 LAYER CLASS 1 SOILS FOR LEACHING LEACHING: 343.6 GPD/0.74 GPD/SF -464.3 SF LEACHING AREA REQUIRED. X. xr USE (4) HI CAPACITY INFILTRATORS WITH 3.58' DOUBLE WASHED STONE AT SIDES AND 2.67' SCONE AT ENDS (30.34' X 10.00' OVERALL DIMENSIONS) USE 1.17' OF STONE UNDER INFILTRATORS FOR 2.0 EFFECTIVE bEPTH. BOTTOM CAPACITY = 30.34'X 10.00' = 303.4 SF X 0.74 = 224.5 GPD xr Xr SIDEWALL 2(30.34'+10.00') X 2,0'- 161,4 SF X 0.74 = 119.4 GPD 464.8 SF 343.9 GPO O.K. x_ xr xr PITCH FINISHED GRADE AWAY FROM BUILDING AT ALL POINTS xr (TYP.) xr N AP �74 0 4"SCH40 PVC CLEANOUT TO GRADE ON END UNITS ONLY. O449 // \ / Yr 1A -27 ._SLAB EL. 65,0 X. H-10 CONC. COVERS TO WITHIN 6" FINISHED GRADE / CONC. COVER TO WITHIN 6" OF GRADE THREADED CAP END (2) REQ. TOTAL FINISHED GROUND 64C!E T ® # REV LBLOCK 27 HA��q w c° M RTARUALLD COMPONE TS A5 SHOWN. OVER ASTONE TOP EL. 61.0t • '� // # 929 xr PRECAST H-10 RISERS TYP. 30.17' 10 . zo � ®1 Rp ` Ur „" 60.58 2.67 2.67' oo°o°o°o l0" 14" °o MAP g 4 x» 61,16 00000000 0ao0o0o°/ # 1411 13' AT2q � ' " SCM40-P TEE TEE �j 1500 GAL H-10 8' AT 29' �o°ono°000�oO1oo tv 0 0 0gD ° ° ° ° ° ° 0o ° O O O O O O OI O °o°o°o °o°o° °o o°o o°o°o°o 0 o°o 0 o°o 0 o°o°o°o 0 0°0 0 0°0° °o°o o°o°o°o°o°o 0 0 0 0 0°0°0°0°0°0°0°0°0°0°0 °o°o°o°o 0 0 0 0 0 0 0 0 0 0 0 0 ,,� 0 0 0 0 0 0 0 X. „r _ 4"0SCH40 PVC o00000000°0"W'0 4� AT 2% 00000oa 0oov0000 000� 00000000000000000000000000000000000000000 000000000000000000000000 000000000000000 000000°0�000°0°0° \ SEPTIC TANK GAS BAFFLE .. 60.75 0 0 0 0 0 0 0 40SCH40 PVC oOO ° ° ° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ti 4' LIQ. LEVEL ° °o°o°o 00 °000° o ,_ o o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 0 0 0 0 0 0 0 0°00 000°000°co°000000 PIPES LEVEL 1ST 2 EL. x- A 58.5 � Yr INV. el. 60.5 HI CAPACITY INFILTRATOR CHAMBERS (4) REQUIRED. H-10 D-BOX ON 12" COMPACTED GRAVEL WITH 1.17' OF STONE BENEATH UNITS AND STONE AROUND AS LISTED BELOW 2 3/4"-1-1/2" DOUBLE WASHED STONE 1.17' UNDERNEATH AND 3.58 BOTH SIDES AND X. 3 'A COMPACTION (TYP.) EXTENDING 2.67' AT EACH END OF THE PLASTIC STRUCTURES it xr '•, Yr X. k �� - SEPTIC PROFILE. OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30:34' X 10.00' X 2.00' EFF, DEPTH t+ x» xr 4/ k 1 fl " --�.-'_'__."rya �`•� „ / - • 1 X. xr k xr APPROX. SCALE: 1/4" = 1'-0" ELEV,G30�NDOWNER ,� xr „� -t• Q• j� MAPS. H7 - x 0 X. Yr „_ % xX. r ; k xr -20 F&G HEAVY DUTY H-20 COVER - PROPOSED H X. LABELED "DRAIN" 2'X 2' GRATE (TYP.) �» Q DRILL SEE DETAIL HOLES IN COVER k� xr - APECOD BERM 4" LOAM AND SEED COMPACT BACKFILL IN 6" SEE PAVEMENT CROSS SECTIO 12"X 3" AREA L` ^ PLAN ALL DISTURBED AREAS LIFTS (TYP. ALL DRAINAGE) r.. \I/ (TYP.) MIRAFI 140N FABRIC OVER H-20 DRILL (2) 1"0 INVERT ELEVATION ,••• . PRECAST :�'.• ." HOLES '' ' SCALE: 1"=150' AS LISTED ON SITE PLAN H-20 SLOTTED H-20 3" MIN. PEASTONE SLOTTED H-20 ' ' >� INVERT ELEVATION RISERS 12"0 HDPE 0 150 300 Feet PRECAST 12"0 HDPE AS REQ. ADS N-12 OR EQ. DRIlL (2) 1"0 M TAR ALL COMPONENTS AS LISTED ON SITE PLAN (TYP.) RISER SLOPE 0% \\\ HOLES �- (TYP.) n ..,;n r.:.-. dr...Asa-:�ri'•+.N,•.ti'i;T� r,•:. n7,."f.h'f^'•`.'a: fYy'wjti f=T,+, 'tYnK E�r�-„r•`•r'{",ao,+�+•a,, rr%,.f>w-'{.ya, sYfs:+.{' ''! REMOVE 2.0' (TYP.) 2.0' (TYP.) 2.0' (TYP 2.0' ANY PROPOSED 3' C.B. TRAP 3' C.B. TRAP UNSUITABLE _ H-20 12"2 HDPE PIPE 12"� EDµPIPE IT SOIL EVALUATOR: ANIE SOIL PROPOSED ELBOW R• JALA PLS E TH D L A. A P I AT ANI A 0 2 OJ LAP 1 "0 SOIL EVALUATOR,O EL 1 H 20 C P T 1 AL D ► 000 GALLON 2 H L5,E T G LLO SOLID ENCOUNTERED N OU E ED E C BOH: DAVIO STANTON BOM: DAVID STANTON H-20 (IF ANY) ;• .:• LEACHPIT SLOPE 1% MIN. EXCV.: REID ELLIS EXCV.: REID ELLIS _ FOR 1000 GALLON :C::,.., .(:;.....:::'.'..... ................... 6'0X 8" PROPOSED DATE: 12/4/02 DATE: 12/4/02 ; :. 1000 GALLON PRECAST 5' MIN. LEACHPIT LP1004H-20 ORR QUAL t000PG��ONE PRECAST AROUND H-20 CATCH BASIN H-20 CATCH BASIN E.L. 66.5 " STONE 6'0X6'-8" SHOREY 0 - ORGANIC O EL. 68.0 0 - ORGANIC O" REPLACE W LP1000H-20 OR EQUAL 0X6'-8" SHOREY SOLID BASIN 8" 20 0 SOLI 11 2., 2„ / BASIN H-20 OR EQUAL "V .' CLEAN SANG AL A-LOAMY SANG A-LOAMY SAND OU SECTIONAL PLATE BASIN H-20 OR IOYR 3/2 10YR 3/2 6" WASHED STONE UNOERNEA H SECTIONAL PLATE 6 6' ,6" WASHED STONE UNDERNEA H ;` 3' 4' LEACHING TRENCH STRUCTURE B HORIZON B HORIZON STRUCTURE BETWEEN STRUCTURES WHERE SHOWN''..................•...........................................•...... 3/4" - 1 1/2" SEE TRENCH CROSS SECTION , LOAMY SAND LOAMY SAND 4' MIN AROUND PIT 4 MIN AROUND PIT I 10YR 5/8 10YR 5/8 WASHED STONE (TYP.) OR AS NOTED EL. 62.5 48" EL. 64.0 48" 3" CALIPER PARKING k BUFFER A MIN IN: C 1 HORIZON MIRAFI 140N UFE 1 P R RATE: <2 6 C PE RC E DRAINAGE' CRASS SECTION / FABRIC R C1 HORIZON MEDIUM SAND As c OVER r ., TREE BOTTOM PERC AT 60 12 X3 CAPE COD BERM 6c DOWN SIDES MEDIUM SAND 24 GAL POURED IN 5:00 10YR 6/8 " NOT TO SCALE 10YR 6/8 . 10% GRAVEL 1 TOPCOAT MASS DPW 3" PEASTONE OVER PIPE 12"0 SLOTTED H-20 10% GRAVEL TYPE 11 NOTE: NUMBER AND ALIGNMENT OF PITS CORRUGATED HDPE PIPE EL. 58.5 96" EL, 61.0 84" 2" BINDER AND BASINS VARIES, SEE SITE PLAN. ADS N-12 OR EQUAL t.....;...... .75"-1.5" DOUBLE C2 HORIZON C2 HORIZON b MEDIUM/COARSE SAND MEDIUM/COARSE SAND 000°o°000000c,0000;o°°o WASHED STONE 1 OYR 7/6 1 OYR 7/6 .0"00"°Go°°°c° 0 0°a 32" \f`� 4' 12" PROCESSED GRAVEL 24" MDPW M1.03.1 VIB. ROLLER COMPACTED :..: EL. 54,5 144' EL. 58.0 120' p REINFORCED NEW BLACK RUBBER NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED REMOVE TOP & SUBSOIL ` C? HOSE (1/2" ID) NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL ---------a DETAIL SHEET TO ACCOMPANY EST. HIGH GROUNDWATER EL. 37t (TOWN MAP) TO A DEPTH OF 36" BELOW FINISHED GRADE, '1 GALV�ANNEALED TWISTED WIRE ❑C�❑❑❑❑❑❑ REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL ❑❑❑❑❑❑❑❑ 24" TRENCH CROSS SECTION TEST HOLE LOGS (LESS THAN 107 DRY WEIGHT PASSING 0200 SIEVE) NTS ,� TREE WRAP. LAP ENDS DOWN NOTE: COMPACT ALL FALL IN 6" LIFTS TO 957 �OO MOD, 001:10O ,' ll DO NOT STAPLE PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. ❑❑©❑❑❑❑❑ INE sirr AROUNDTEE21 SPACED PAVEMENT CROSS SECTION 00000000 , 22" AROUND TREE 2 FROM TR 1,2"X,o' ❑❑❑❑❑❑❑❑ OF LAND IN HYANNIS MA ACED 0. FROM TRUNK, ❑❑❑❑❑❑❑❑ STAINED DARK eaowN. 3" ? NOT TO SCALE t STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE 1 MIN 4'-0" BURIED BUILDING DOWNSPOUTS 6" LOAM & SEED #•1436 IYANNOUGH ROAD ALL DISTURBE 1'-4" 1� MIN 3' DEEP SAUCER AREAS (TYP,) MIN 3" DEPTH SHREDDED BARK MULCH 2'- 0" PREPA D FOR: ' `• : :.:: CLEANQUT FRAME AND GRATE TO GRADE \ DANIEL GRIFFIN JR* � `• " REMOVE $URIAP FROM TOP \ \ \ \° �___• �- : HALF OF ROOTBAU 26" SCALE: 3/4" - 1'-0" 0 z MINIMUM N U WEIGHT: 88 LBS. ; P i•., I - COM ACTED SUB GRADE H-20 RATED LEBARON OR EQUAL SCALE: 111 20' DATE: SOfL MIX 7/10/02 .:� �,� •p�+�]'�' N I �. .":. PERMIT SET: NOT FOR CONSTRUCTION fff�`iSED: 9.14-02 y" i ' • . 6"OSCH40 ROOF DRAIN N I TO ROOF DRAINS 2% MIN. Ew E 81/8" RE' SED: 10-09-02 ItEyTSED: 1/23/03 (SEPT BLDG, 12" 12" 24 off 508-362-4541 MHWY CURBCUT MIN " fax 508 362-9880 MIN MANUF. LeBARON BROCKTON, MA I �`�`�� Of C tHOFRlgss9cyl'� _ R�0 DRAINS down cope en g irl e erie SJIEET 3 4F 3 C�, In C. aRN�H. tiN Da�►�t- .TR E E PLANTING I3�T+�I L MODEL: LT 105 � �� N NOT TO SCALE WEIGHT: 430 LBS z CIVIL N ALA Cl VlL ENGINEERS No.3o7s2 09 TYPICAL ACCESS COVER LAND SURVEYORS A�o� '�fGIS 02-153 sCA�E: 3/4" = 1'-0" 939 Main Street - YARMOU THPOR T, MASS. L JALA PLS, NO sua DATE LABEL SEWER OR DRAIN AS APPROPRIATE