The URL can be used to link to this page

Home My WebLink AboutDecision 29141 I GENERAL NOTES 1) Zoning Classification: Limited Business i 2)` Proposed Use: Banking office - permitted +; 3) Required Building Setbacks: 30' front 25' side 20' rear 4) Combined Lot Area: 151,740± SF 5) Building Coverage: 28,010 SF 16) Pavement and Walks: 88,321 SF + 7) Green Space: 35,409± SF [Maximum -1,000 SF of Fertilized Lawn and Garden Area.] l a INSTALLATION AND INSPECTION NOTES 4c11)<T P.rv,. rr,r Ai c0, pt.,t I t" rL -S FL i y_#a-ice C,4 k- {{ r 1 I GENERAL NOTES 1) Zoning Classification: Limited Business i 2)` Proposed Use: Banking office - permitted +; 3) Required Building Setbacks: 30' front 25' side 20' rear 4) Combined Lot Area: 151,740± SF 5) Building Coverage: 28,010 SF 16) Pavement and Walks: 88,321 SF + 7) Green Space: 35,409± SF [Maximum -1,000 SF of Fertilized Lawn and Garden Area.] l a INSTALLATION AND INSPECTION NOTES T� of Fout�saSctoll 24° Die eesT troN�n�: eo�Frz To CzmE o Ism // '$�St-Hl�,c� :' EL•'48.0 1>JLi:TTs� o� ScPrIcT.�1� ottTl.�T T�..a� SF�n� 1 - - -.:muqe We a 4o1'ze n ` 5,e5. -a A,SS 12ocn l,IAl, L, _ Ar;.Go _ 44:z zV.,D '/• n �XCc i 3LLLtJES�T /Fr °��SnarvciT �, I rooI rr�1T I '�rrGll CM OJ1MLiM� .. _ . • � " • .. '' V I \T 1 1� I I ydG�n,p 1s Li kS_-i.lr-lE t^ItIT'!1 t�'8ax MUST L'F-7•/�EIt1 /. Y - : I -�� .._ ; -i�}'_ t£�/EL � 2'-O' EL"•FdL'>c •�fCGNIi� 5�r _lam '•Dorm T. LsJ.4-11 f -1T ? L,otJ6�'T Y_UA1= `;S.O 51 "aSRI TtLlt�lr� _ ( � MA_T(G FLOW PQo I �� I 1ALL W4,i_Lu 7 IonK, MUST CooroC 'Te, -111- l./Iigmm iUR-q`A=t!s`/11=_c ITS o�: TITL,` S w' � r `� , /. -... >fi✓y..__^_- -- �Y- � ==`-�-----__- `.—'�+-i' 'tom --, K J 5IVSCC �.. ' e� - . 1 ill t• 1.. _ { ' W,l T ,r `'i 'iI.F1: ouE wny spo �7,•P�EC/jr; -r S/ Z'" LE.`( of ^rj TO �2 �'ON�— t `� •a..:-� Ty,c`;Vc fI CSS ,�I1T;1 t\ '.� -'Y' %f "�a� �� l I �. b0.� w/<?z.CPfrJv TcpC'e�O '' X�. "__._ _ _ —hi •., a1 F.'.. .',-yrST;t'GLiCg. 4 N> w PAVEMFtiT lo' l FIA_I-I''.Gll, 2� V i=: t'1JlYrtJG OFFICE (11 CI'' 1 iii ''`✓V 17 1_S(o �.F. k %J GFD/ic^c, - t,lla; G1 --J. l F F' i1F'L' !i �);j lZ X LF,z+�H P' T CAF-) L /v-: `/7 = I��1�IZt��{ ��1 lZ);<'J��i Q>=c� :R: D sr_Gr+r_ ,lk��k CApAc ry �.�, � � 1¢ . I�• ,�i.L'rtLr � 1fu�.T LL'' two r 2) Z' X LI-ACH Pi7S VT- tS PG Fr { 00 F--(' ; `AL LGr) : C- P1_I, G T" U,/ 3'' ^ Gq: ' O'E(!� ^,15T21FjL/Tir`rJ ��Ly Utr �FT� I Fh i 17 LOG <�_ LID <,C,&L£ I I EL -4'7t Ela 47. i" LOAMY ��1 L1Y 'DATE OF TEST: 3•z�-�O 1 IJRRTnLuw, I u�Q-PEQLOLATIC�••I RATE 1Z �. EC�IUGh1 11.1 MCD1Urt 1,5 CLEAM M'EDILOA TO Cf`A04E 6AAI0 i To CILrALI ' tCA2sc ?tiro I%A✓,TO W,TU7=1>�Gi> r3Y: 'f�. RE-I�sU ETA' C. E,C . � ytND Cot�SE 'i.. MA4U>_l , NF.ALTFi AGENT � 12,5 � 12:5 1J0 WA'1'1=(Z �S.iCbLU-ITEIZE(� i 1° F,•ilsrt coyese CArnl�iluous� " 131+ Dim Course 61 ru' 1i Na ls� q" (JE7.ii5E 6taDeo STdNE 6'' HARoollrJG 6' H IGft CAST 19W4 f ZAIIE "� 6RAT>= I r-12" wicE cor�Tar� s &T• BEMtA 1/ FIP41% t GMAZME M 0 4c11)<T P.rv,. rr,r Ai c0, pt.,t I t" rL -S FL GAL. - y_#a-ice C,4 k- {{ S. All stormwater runof to be contained on site. \ �✓•'Z -�� .Vl:.r IAAI-i{,•t. 1T^:. T'. GrJ4..Ft` PA --f. Jr I.1.. I. Installer is responsible for locating and protecting all utilities prior REVISION By SHEET TITLE PROJECT NO. - PA ONS WE I HOJECI S %'{p_;) i I i -� L/ F'17�1 i.i Fes, to and during construction.' r 9. Design Engineer shall inspect and certify installation of sewage disposal VJ'+`I Y -tet �✓ La -.:.i rhn �.. rn,r rq [.-.. oRAwINc No Coastal En ffineer-ingCo. CIViL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL 260 Cranberry Highway Orleans, MA 02653 (508) 255-6511 _;. BF—iSHrS system to Yarmouth Health Agent prior to backfilling. '': cF isELcw} 1) Gross Floor Area; a Ct 'SF 2. Sanitary tees to be installed on Inlet and outlet pipes of septic tank. Sanitary tees to be positioned below access covers to allow for proper i 10. Prior to occupancy, a list of an hazardous materials to be used on site y access and tees are to be properly supported. Lengths of sanitary tees shall be Submitted to Board of Health for review and approval 2) Max Ocupancv Load from uilding Code: 100 SF of floor per Occupant to be as Specified in schematic flow profile. 1/, Design Engineer must make periodic site inspections in accordance with the 3) Max Occupancy: ':.4rDDIJ S divided by 100 SF per Oce. Occupants - 3. Minimum drop through distribution box is 2 inches. Installer to water test Town of Yarmouth construction checklist for certification to the Yarmouth , distribution box to assure equal distribution of effluent. .Department at the completion of the project. � 'i'*ai 111�1�l A� 4) Required Parking: 340 OC . multiplied by 1 space per 2 Oce. = �7 'J Spaces ; 4. Existing cesspool(s) must be pumped, filled, and abandoned, or rtmoved(okt+o�Q i 12. A11 components of sewage disposal system must be capable of withstanding 1 3 H-20 wheel loads. 5) Parking Spaces Provided:) 181 spaces + r' S. Ail pipes to be 4" DIA SCH 40 PVC or as required by Massachusetts State Plumbing Code. (Minimum pitch 1/4 inch per foot.) NOTE: 48 hours notice required for all inspections by Design Engineer. 6) Required Hand ica S aces) 3% multiplied by jay = 5,q Spaces � _pEs,4, slEu., ' s14Ela3 -1`r` WIT i{Es, t f. e. 24" DIA heavy duty cast iron frame and cover to finish grade to be/�` CLEA!y MEM ;, E ABF-LOW o C>f+S5*ID -I' BLOW 7) Handicap Spaces Provided) 6 Spaces installed over inlet and outlet of septic tank, distribution box, and each / J \ P �o PoSEU IEAGtti lc. i=gc LUT ( , / leaching QiT unit. 8) Required Trees within Pa in Lot: lal Spaces multiplied by j c.- 1 Tree per 8 Spaces = 2Trees 7. Leaching plrs shall be located greater than 25 from any storm drainage 5 Ding basin /-, 9} Trees Provided within Pa Lot: 24 r, �!� J;�' N f tr'rf,:hJF '- ikUS7 I —_ T� of Fout�saSctoll 24° Die eesT troN�n�: eo�Frz To CzmE o Ism // '$�St-Hl�,c� :' EL•'48.0 1>JLi:TTs� o� ScPrIcT.�1� ottTl.�T T�..a� SF�n� 1 - - -.:muqe We a 4o1'ze n ` 5,e5. -a A,SS 12ocn l,IAl, L, _ Ar;.Go _ 44:z zV.,D '/• n �XCc i 3LLLtJES�T /Fr °��SnarvciT �, I rooI rr�1T I '�rrGll CM OJ1MLiM� .. _ . • � " • .. '' V I \T 1 1� I I ydG�n,p 1s Li kS_-i.lr-lE t^ItIT'!1 t�'8ax MUST L'F-7•/�EIt1 /. Y - : I -�� .._ ; -i�}'_ t£�/EL � 2'-O' EL"•FdL'>c •�fCGNIi� 5�r _lam '•Dorm T. LsJ.4-11 f -1T ? L,otJ6�'T Y_UA1= `;S.O 51 "aSRI TtLlt�lr� _ ( � MA_T(G FLOW PQo I �� I 1ALL W4,i_Lu 7 IonK, MUST CooroC 'Te, -111- l./Iigmm iUR-q`A=t!s`/11=_c ITS o�: TITL,` S w' � r `� , /. -... >fi✓y..__^_- -- �Y- � ==`-�-----__- `.—'�+-i' 'tom --, K J 5IVSCC �.. ' e� - . 1 ill t• 1.. _ { ' W,l T ,r `'i 'iI.F1: ouE wny spo �7,•P�EC/jr; -r S/ Z'" LE.`( of ^rj TO �2 �'ON�— t `� •a..:-� Ty,c`;Vc fI CSS ,�I1T;1 t\ '.� -'Y' %f "�a� �� l I �. b0.� w/<?z.CPfrJv TcpC'e�O '' X�. "__._ _ _ —hi •., a1 F.'.. .',-yrST;t'GLiCg. 4 N> w PAVEMFtiT lo' l FIA_I-I''.Gll, 2� V i=: t'1JlYrtJG OFFICE (11 CI'' 1 iii ''`✓V 17 1_S(o �.F. k %J GFD/ic^c, - t,lla; G1 --J. l F F' i1F'L' !i �);j lZ X LF,z+�H P' T CAF-) L /v-: `/7 = I��1�IZt��{ ��1 lZ);<'J��i Q>=c� :R: D sr_Gr+r_ ,lk��k CApAc ry �.�, � � 1¢ . I�• ,�i.L'rtLr � 1fu�.T LL'' two r 2) Z' X LI-ACH Pi7S VT- tS PG Fr { 00 F--(' ; `AL LGr) : C- P1_I, G T" U,/ 3'' ^ Gq: ' O'E(!� ^,15T21FjL/Tir`rJ ��Ly Utr �FT� I Fh i 17 LOG <�_ LID <,C,&L£ I I EL -4'7t Ela 47. i" LOAMY ��1 L1Y 'DATE OF TEST: 3•z�-�O 1 IJRRTnLuw, I u�Q-PEQLOLATIC�••I RATE 1Z �. EC�IUGh1 11.1 MCD1Urt 1,5 CLEAM M'EDILOA TO Cf`A04E 6AAI0 i To CILrALI ' tCA2sc ?tiro I%A✓,TO W,TU7=1>�Gi> r3Y: 'f�. RE-I�sU ETA' C. E,C . � ytND Cot�SE 'i.. MA4U>_l , NF.ALTFi AGENT � 12,5 � 12:5 1J0 WA'1'1=(Z �S.iCbLU-ITEIZE(� i 1° F,•ilsrt coyese CArnl�iluous� " 131+ Dim Course 61 ru' 1i Na ls� q" (JE7.ii5E 6taDeo STdNE 6'' HARoollrJG 6' H IGft CAST 19W4 f ZAIIE "� 6RAT>= I r-12" wicE cor�Tar� s &T• BEMtA 1/ FIP41% t GMAZME M 0 IZ" DIA COK,ALFI• flrE LO Z% PITLw '�' i1=i':- r ♦1a r -I(.:. F �.. t+ Tl. -..ti �F..in4.r'(v!1•�t,Y�t--L� O � +ill.. LF1,[11i4� Q MIL. Po L.y 01 ERI.IAL_ 4°LATER• YS"�Yz` STONE 12" PA, a I,y TO Cc 10jee-T r PIPE o ' IA4 0- PITS AS REIJD FeFLAST o 3%4' TO Y2" STONE eAst 1144 15C. �111< rrli, to TYPICAL DRAT NAGE 5TRUCTUES AND P�.K.1cin1G SuszF1� SPEUFiC.a,"1'1o1-1S h40 SGA LC PL 4 11LZ ik 4 ?�1� I.QkI?C 1~ GitL �t�t!)G11 5 f.tilt ter 11 q/ f,' �s4 Tei i� -Zo �� 1 I I�=3'> . H p At, J •.. ;tr.,.,-� ✓�l �' i � f �� L { � 1 � '. � 1. _ '� �, � � � • fir, � t Y � ��'l.r~�I� js:�trfi{ -iC1�-T� � � ,,•r ; f h ;� ' , � r n�, I �„ F.fiC3C rL^ 4 0+ - 1 �,13T _`"✓v#� ,-^ r a i .I � :�`,. � Pdoo �,dt "'r �� !I - ' , 3 HMO[ �T IVAryPL) QZ St Nrr W I-. ,iJ' Ai�rIGJ, I yll �"jQ'o — Ciz � i �r. { i�yI � R� '�—• I r Y r I i� 1A ro — : TR- it�. FLCOt.. i A , Kt_ ii'� ` E T 71 4 Lit. Q - 1 /� .`� 1 'y . 1 t7( _ � a' ,F\ , i TYP ,r. I r r o:-Ya11�4t�i _... 1, ® ._•' r I - C�-CX �1Q S, >` ( !_. F" /1 � j� L l- 11 1 J,-s.cr/ 1_'•JF- o , 4i: I1� L�� I s:` + tv ESI FxPp ry .,r 1 _ _ - �,3..y1r•• r"r � ` I f d-^. - _----� P�'OF7r F r` r, FF i UEL. e _ OF- LOTS ; cFz, JERRY '`... 64TCu ET451 AJ e ,;\ Q 2 n /- � Z a .� c oar), r'Y'Vi''V'+ I' HIS 12, -EVVED PLAN w RlYs MIA it, Ma X 4 PRIOR PLANS 7_1 ._ ...._. �ry : c W itJ 0F} h, ' � 7 r�j TaTF—1 LL r . 9 0 H vn1)TI+ T 7OWN H,ErFSG: qh %A2N10CJ) iJ VI;AI _ VEy MAP s�lE: r^= ZGe3r ASS_fr5_ S^ES MAP `1 G. L1� ELS L _J 7- -I4- C1 F ''1 Ci, G LEGChi17 —� TZA-Fti- FLOW ol<Fc-r^'J CC i I L1. , W'I ?n F-_ D FUILDif%t 2vtAD,dG is a PFt,,A. V; 1 D Fx(c1, LAMP OLE r Ftpvv 11�E I�.�,i IS IGEY,'A>L � PkOP^`-E� C4TGN pA:�3 1 PROpt!,�Gv t.'T��t, 8m.r�ItL�i tirnuan=-v �F3c>`�{ t.l�ur I ; I� 4c11)<T P.rv,. rr,r Ai c0, pt.,t I t" rL -S FL GAL. - y_#a-ice C,4 k- {{ BASIN "$rS`oM v IZ" DIA COK,ALFI• flrE LO Z% PITLw '�' i1=i':- r ♦1a r -I(.:. F �.. t+ Tl. -..ti �F..in4.r'(v!1•�t,Y�t--L� O � +ill.. LF1,[11i4� Q MIL. Po L.y 01 ERI.IAL_ 4°LATER• YS"�Yz` STONE 12" PA, a I,y TO Cc 10jee-T r PIPE o ' IA4 0- PITS AS REIJD FeFLAST o 3%4' TO Y2" STONE eAst 1144 15C. �111< rrli, to TYPICAL DRAT NAGE 5TRUCTUES AND P�.K.1cin1G SuszF1� SPEUFiC.a,"1'1o1-1S h40 SGA LC PL 4 11LZ ik 4 ?�1� I.QkI?C 1~ GitL �t�t!)G11 5 f.tilt ter 11 q/ f,' �s4 Tei i� -Zo �� 1 I I�=3'> . H p At, J •.. ;tr.,.,-� ✓�l �' i � f �� L { � 1 � '. � 1. _ '� �, � � � • fir, � t Y � ��'l.r~�I� js:�trfi{ -iC1�-T� � � ,,•r ; f h ;� ' , � r n�, I �„ F.fiC3C rL^ 4 0+ - 1 �,13T _`"✓v#� ,-^ r a i .I � :�`,. � Pdoo �,dt "'r �� !I - ' , 3 HMO[ �T IVAryPL) QZ St Nrr W I-. ,iJ' Ai�rIGJ, I yll �"jQ'o — Ciz � i �r. { i�yI � R� '�—• I r Y r I i� 1A ro — : TR- it�. FLCOt.. i A , Kt_ ii'� ` E T 71 4 Lit. Q - 1 /� .`� 1 'y . 1 t7( _ � a' ,F\ , i TYP ,r. I r r o:-Ya11�4t�i _... 1, ® ._•' r I - C�-CX �1Q S, >` ( !_. F" /1 � j� L l- 11 1 J,-s.cr/ 1_'•JF- o , 4i: I1� L�� I s:` + tv ESI FxPp ry .,r 1 _ _ - �,3..y1r•• r"r � ` I f d-^. - _----� P�'OF7r F r` r, FF i UEL. e _ OF- LOTS ; cFz, JERRY '`... 64TCu ET451 AJ e ,;\ Q 2 n /- � Z a .� c oar), r'Y'Vi''V'+ I' HIS 12, -EVVED PLAN w RlYs MIA it, Ma X 4 PRIOR PLANS 7_1 ._ ...._. �ry : c W itJ 0F} h, ' � 7 r�j TaTF—1 LL r . 9 0 H vn1)TI+ T 7OWN H,ErFSG: qh %A2N10CJ) iJ VI;AI _ VEy MAP s�lE: r^= ZGe3r ASS_fr5_ S^ES MAP `1 G. L1� ELS L _J 7- -I4- C1 F ''1 Ci, G LEGChi17 —� TZA-Fti- FLOW ol<Fc-r^'J CC i I L1. , W'I ?n F-_ D FUILDif%t 2vtAD,dG is a PFt,,A. V; 1 D Fx(c1, LAMP OLE r Ftpvv 11�E I�.�,i IS IGEY,'A>L � PkOP^`-E� C4TGN pA:�3 1 PROpt!,�Gv t.'T��t, 8m.r�ItL�i tirnuan=-v �F3c>`�{ t.l�ur I ; I� 4- 4c11)<T P.rv,. rr,r Ai c0, pt.,t I t" rL -S FL J y_#a-ice AAD TE57 FIT LOGE, H^+1- PLOT /Z, �✓•'Z -�� .Vl:.r IAAI-i{,•t. 1T^:. T'. GrJ4..Ft` PA --f. Jr I.1.. NO. BATE REVISION By SHEET TITLE PROJECT NO. SCALE I WE I HOJECI S %'{p_;) i I i -� L/ F'17�1 i.i Fes, DRAWN By CHECKED By �✓I' VJ'+`I Y -tet �✓ La -.:.i rhn �.. rn,r rq [.-.. oRAwINc No Coastal En ffineer-ingCo. CIViL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL 260 Cranberry Highway Orleans, MA 02653 (508) 255-6511 _;. BF—iSHrS 4- 1