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HomeMy WebLinkAbout20.39.1 - PlansQOZ'TH LA57 I;L. VA -TION IIZ•d' 32� 0'`:�c1sT• l2� n'xnflrr. cx�rr l2' I8�-G�''�DDt7loh( ��--o'', _ jri�it=1 �► �� �Li�VATIUIJ UtSTH`=:��:. ?_ 5LJ %V,11 10N *"H. _A6rvAL_r 4-p",we ,Lc4 Ex.lt-PT- VIK&T III orT. vloicrim IT 11 {,- -1 l AKCH.ACP�LT 7, 7- '-7- MOO- - -A-71OW (fk0H'T-1?KRK AVE) Hof;zTHrA6-r F_Lt9V F UMIU' I —LI rii P.t 1 Los, -1 J.�� Til I t 3 1 1- 1 -ri qrw wvw = 21CM&I-1c 2 E%Lvr. 4, d Avo ooky PM r/rzil IF roo NORTHWEST 'FAC14C, Lc&14y) t2 r NEW VommwR !J J_ tl� L RG a p 15;�,rreW 10614� lzM2.-T-0 rl^=H L_ geMepVV GENERAL NOTES 'CoVrRACT6Fj 4ouni 5A,'ST t5Lrv..izri0N -SHALL THE GENERAL VERIFY ALL SITE CONDITIONS AND ALL DIMENSIONS AND NOTES ON ALL DRAWINGS IN THIS SET pRLOF3 To START OF ANY WORK AND SHALL NOTIFY DESIGNER OF ANY DESCREPANCIES MIQB To START bFANY WORK. THE GENERAL CONTRACTOR SHALL INSURE THAT SCALE: APPROVE08y; DRAWN BY'17.a. K CONFORMS TO THE ALL VVCr LATEST MASSACHUSETTS A TIE: 1711 REVISED STATE CULDING CODE (SIkTH EDITION,) AND, ALL OF 1E LATEST LOCA.L T! PUILUNG CODE R�OUI EMENTS.. - 1�5VAiZl< A\/6. 'WrAizZI-IOUTH rIA k�LCVATIOF44' DRAWING NUMBER Or'7 HEW mor NORTHIJ�ST CU,y:VA lOhl (r GING Lc,HYi m 11 X1ST HUUS�_C { S'roezY 12 -CO XDDrf• -- �:�U�i`1-j .�1>rsT �L�V�.-r►UN CQ�.�> C�tNti OCON!�IQR! e I I I I I I I! lash >70• n Nc:� mac,-a- 1sX1�"f', 181-v 1' z�sJniTloN I �1-moi'RECEIVED E — 24'-0'' > yc�s�-• __- FEB 1 2002 r TOWN OF YARMOUTH DLsTH G� SrT � L VV,17'O N �4KO�/t. ST•�@OARD OF APPEALS �G?POS A J TJG�ii, �j OIVi�' 'lGC?2 i, LrrNzr ���i�r�c�-��r-Q SCALE: - I �dAPPROVED BY: DRAWN BY DATE: J' C P ` OIL REVISED r'IDLYTH DRAWING NUMBER i i S�ci��i f,K 9; 70/ �TDV£ i =1�s i�oirx�N (_wI-ron1;o x�rnoN i 2�G�Nl7 ALCOR j702► it R� jDPO�aaGD .SIT ION' '':�GONV FLOOR• '-EAS' {[{[{[1 - .. ..: _ L�►iZ1-..��I°i�'NGfa t�o�zr-tart { - SCALE: 1/ IIS-l��O�� APPROVED BY: DRAWN BY.. r _ DATE:I. 29-672 REVISED .. • DRAWING NUMBER i _0 a i� p up l0 El El to < t3R r,UfsT How \9LL. 5-ukwAp 5lo I I I P�X.TN 5,u�T - NE(w�oQY �I �'� s / W _ v TTI si I� MJ >I i REP _ GC' i 3'-e3_ 4'h >e '-9" L^HOw4q 5TB 9" < L`xl5T: �x IfSf v I : y N a n N NCH WM4.'rO — — .4 -PR. 4 6-116r5 GENERAL NOTES �-- THE GENERAL CONTRACTOR SHALL VERIFY ALL �-- — -t SITE CONDITIONS AND ALL DIMENSIONS AND �_ Npusr,_ NOTES ON ALL DRAWINGS IN THIS SET PRION -- c��p �y� - TO START OF ANY WORK AND SHALL NOTIFY DESIGNER OF ANY DESCREPANCIES PRIOR TO _..: START OF ANY WORK. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS STATE BUILDING CODE ( SIXTH EDITION) AND ALL OF . }STI N� '�IS"r %Orz._ LAN THE LATEST LOCAL BUILDING CODE REQUIRFMEnrrs, S.YGOND �rz �olzn�rz- •P2_o.�ost;v - - L�iz1 fiZ�l'I�NGE SCALE: I/ i��(I,OI' APPROVED SY: - DRAWN BY I�V 1'enf:,os is o Neu � G v r � L o� 1'�� , r •J SCALE: I/GItz IIS APPROVED BY: DRAWN BY DATE: LZ9�O2 - REVISED- - DRAWtNG NUMBER GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIMENSIONS AND NOTES ON ALL DRAWINGS IN THIS SET PRIOR TO START OF ANY WORK AND SHALL NOTIFY DESIGNER OF ANY DESCREPANCIES PRIOR TO START OF ANY WORK. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS STATE BUILDING CODE ( SIXTH EDITION) AND ALL OF THE LATEST LOCAL BUILDING CODE REQUIREMENTS. DRAWING14UMSER '�►� 3of: 7 4 9Q to 7f -&e 2�- i) Ir tliCScLrft 1-7 `ND 4-f' W+ a -1 -wic. bELCW tN `(� V 2444 ' N .110 N 716 r L IN ?% ZA- 1 =n ��o Rn• � �. i � t7A5T�� ago �n. _ 1 - Iz'-$� z' 14! ' 1 GLS I TW2a4G TW 2446 TW 244L OrUJZ4 G 4"'wvw 32' -OI' '1il7Rr'7 �e wpw ;be LAD ' 4wD,+ woe., �'RoQo�T1�j�LUNt7 �LDO� r LAN 1/4"= 1 1- v" GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIMENSIONS AND NOTES ON ALL DRAWINGS IN THIS SET PRIOR TO START OF ANY WORK AND SHALL NOTIFY DESIGNER OF ANY DESCREPANCIES PRIOR TO START OF ANY WORK. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS STATE BUILDING CODE ( SIXTH EDITION) AND ALL OF THE LATEST LOCAL BUILDING CODE REQUIREMENTS. DRAWING14UMSER '�►� 3of: 7 4 G � - �?=L s - .. ._..:— �CtrGH...ASPHAL'i SHItJlL6�'-•• _ 12 j , � "N��t �02t1C^7 ca r N NORTI-tticST �Ls=vA`I101y ('rXGIKCi Lc.HY) /4 3S�Qr z tT -_ Fmw ; ov r1Ir 'iI I 'T.—_� _� G✓! -.1 `46 F' . L . °.✓^�,� : L..� �' 'ri- � C21 -. Y L 1 r ,Trt,7_- 1 -�. ! _-1 i,; � :JI L� � �i.. .� -I ll� � ::. _• ���i��� �'t'- r S'7�, _. �.. _ _ _ P 1 I. \ 7 i Ccs. _._ _- L.r�_-i�!� .�._._. r .. _ _fir is +—'t s ©i IDfiX.L'" w V2 F!oLtHo WDW 4 / S {{ WILL L nEQ.+-ice + G5T F02 C II f II � 1II � III --t -4- _4 i i , � "N��t �02t1C^7 ca r N NORTI-tticST �Ls=vA`I101y ('rXGIKCi Lc.HY) /4 3S�Qr z tT -_ Fmw ; ov r1Ir 'iI I 'T.—_� _� G✓! -.1 `46 F' . L . °.✓^�,� : L..� �' 'ri- � C21 -. Y L 1 r ,Trt,7_- 1 -�. ! _-1 i,; � :JI L� � �i.. .� -I ll� � ::. _• ���i��� �'t'- r S'7�, _. �.. _ _ _ P 1 I. \ 7 i Ccs. _._ _- L.r�_-i�!� .�._._. r .. _ _fir is +—'t s ©i IDfiX.L'" w V2 F!oLtHo WDW 4 / S {{ WILL L nEQ.+-ice + G5T F02 C II f II � 1II � III rIC; ) 6"N Et2 _.i} f LL.J rIC; ) 6"N Et2 _.i} f -1ST_''ti2ST_rTt?2Y l�Tj,�..11�—NEJLlOt7 i ?."11 L_4. .I or, nr.c z ��� Wim',,J h QAvc,�- i.:.�.a-- r t i - '(%a.-rcNt�F-tl�-lfjl.�S'/ - �-- ';'Erirv� Gact6i • I I! I I � I � 32� O" IEXiST- Nws� C -I s`rory_� 'FGa+S- vlxVflr,• � !2` -` 18\ 6--1°,n,t7ritT1om 24 1=X\ST• ' SEP 27 2002 ' �i G '�' ??I_ NOTES ..f _. lN TG:"�rJ OF YARMOUTH T', C_>dcFr;_CO`: P',.CTOR'HALL VERIEYALL . SiIARU OF APPEALS 14'f>` c T; -C` _Y ; i0 :S AND A:_L DIMENSIONS ANa AND PT , r.f. t D VV,%I':SS Jrj THIS SET PFtiCR - •<Ar<dD SHALL NOTIFY nNNC °"�'REPANCIESPRID_RTD tolZl 'f��411 NGr1 w"�TF4,CTOPSHALL INISILInETHAT SCALE:. 1/!2 .! �. APPROVED BY: - DRAWN BY r, C - -"; '0 THE LATEST V SSA US�TTS DATE: -4 - fi- OZ REVISED SIXTH EDlTICIN) AND ALL OF T: - >rzK Y:Mb UTH f1:. . l_DfPG CODE �-r�r�-��r-s ,�s:G [riLrVHTIVI44, DRAWING NUMBER 7 r -- I I ! 1 1 I -i- i --� 1 El ell Cl It _ I o vQ a I -� z 1 tars E�1 - ----- --- - ' New �9 5'o Ll� _I Ln s�5 1 90 _ NEW Ir - 21- ri f - T Ti -- I m to I w o q) z VQ o I I �tD /E �X.YI;LY'OC7t 1 - 4 Q W2446 f= -4+c4 U 1LlI % 1 90 6T 4Z r 31 Olr 31 91r (UU I Qo? �vn 7 - LX i 5T. N 1 V rwZ4?6 L 01 _ q ,'�iELJLlP,,,I j(�: ,'FWCfoC�8T+2 � • n a rod GENERAL NOTES — — _ THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIMENS'ONS AND F I' { NOTES ON ALL DRAWINGS IN THIS SET I'MOR , TO START OF ANY WORK AND SHALL NOTIFY DESIGNER OF ANY DESCREPANCIES PRIDE? TO Oc START OF ANY WORI<. THE GENERAL CONT, RAKTOR SHALL INSURE 714AT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS STATE HUIL.DING CODE ( SIXTH EDITIOIN) AND A' L OF THE LAT EST LOCALBULDINGGC1L:EREOl1iRFh7ENT�i, 1�G1, I! Of .l,,:�lOt�.a >✓' � E� I� '� F,�, ri i LY i'C�r7 �D�J �'T I UN_ ... ,. SCALE: APPROVED BY:DRAWN BY '.. ... _ .- DATE: REVISED , .. {� fA', Ave- U:Yl-"'fin Lrr4. Mme. - i s i GOU ; FLA"' DR AWINGNUMBER Z or,7 .` OPT. LTi-{ '120IF-M ;' C SIre -BEcT.) _ ti S r t l *O S I O, -111-- e ROT�4lCI•*-£ �..iAJ,i �I 1 p �� I I IS ' I tel• I =� t a e LE NI 176 i� L.1N. G j i 2i,®/•� wJ.LL e>ctOw cm it �! ^fw2G �� ZaaG T ZA4� 1-wz44G `Iv 1 1 r 5 7 ' G t 2 - 3 !� 1 -9 --¢�ruw---?2'-O" 1i0a 7Ee . 4Hw �Eoo 4wvw a<a, I _ GENFRAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIMENSIONS AND NOTES ON ALLDRAN,'L^JGS IN THIS SET PRIOR TO START OF ANY WORK AND SHAT-LNOTIrY DESIGNER OF ANY DESCREPANCIES'PR_ton 10 START OF A -NY WORK. THE GENERAL, CONTRACTOR SHALL INSURE THAT ALL WORK CON=ORMS TO THE LATEST MASSACHUSETTS STATE BUILDING CODE (SIXTH EDITION) A"lJD ALL OF THE L4TEST LOCAL BUILDING CODE REQUIREMENTS. SCALE: I/i15_II-�1' APPROVED BY: DRAWN BY --nd DATE:_d-4- Q� REVISED <t �Igel r I I 2x�6+?IG1� b.G.- i i IZ w 4 1/2 "O.G. I 77 vz C..,fP• ISO, C.tIL. / oF4 V's c— 2`�O•G. l r , lac 4 _ G.ti-!Ok: • Z -7x6 _ , � � I/a''�t�c St '�i Yw��C t'1 QST Q ��c7 Kn 13 A S 1-4 I t 12 r X12 Cut6'T2>c4 LtvuGQcx,>n —. 8t;A,P-:r4e, LIVItiC� }�(%OM� 111- 711- flpMNcw Zxla`-1 1�� eXl6r- G11RT �rp�.uL. ypa.c� - �trw St-oax tGrzc I �CSr.CrlL.5CUL. JC16TS To r-trja!w it � LX I,T• I j � KI IGHEN 6< S`f- 5'/zx 71/2 w c), 4Iris NEu EacIS? �LCJG K 4'I�5 �Gexut �� F.�EYDr�D� 1 T`�PiG�.>✓ ��f'II��.l� �t✓G�-ION Zxto`'.d IG'tO.L. W/ t/i''c-w s -f,`4 - �• Pte.^, -;-t �P�r�ow 'G;�Rrt�'� IN'.. -OL. Nri-J ZxS fLrZ. ,joisTS e I G 1' O. c• �rpr t -4-x n-ry -To rxi6"C. .iOt6T6 (IF P'�Cfl�lE� W/ ea'4,SU6-1:rLe♦ ALUrt. I -le C-c:%fIT F�7. W/ Goat'{-. vet t� IXGmoo. Z/4 t�>eTE2. l4XLL5 f'C IST. SLGYK �pr�. GENERAL. NOIFS THE GENEPA.L CONTRAC T C), `'>HAI 1 VFRIFY ALL SITE CONDITIONS ANIS ALL. DIMIUNS!ONS AN'D NOTES ON Aft- LRA141NGS IN THIS & E , PrilOR TO START CF AN Viq-7 ,K AND ',HAI t NC)T' -Y DESIGN7R OF -ANY PROP TO STAaIT O`- ANY WORK, THE GENERAL GGNTR ACTOR SHALL INSUrtF i ; L WORK f'ONrOR%,S TO THE IATEST hTF 3 11 D1NG COD_ (SIXTH EDITION) P,fu r T}+E L ATS ST t OCAL. 8UI!-D!NG CODF. RFG[ i'if' +' SCALEt 3/Jt'� I 1-�!APPROVED BY: ORrtWN By --� DATE -4-0 -p-z REViSFL' DRAW L UJOW wpw rR wouj Z-LxG HOIZ 2-7.x4. 4712 7-7-xH 1 s N W Ia s' L° G• L L x ISNI 2-ticc u� wDw 2x i 1 N � t L UJOW wpw rR wouj Z-LxG HOIZ 2-7.x4. 4712 7-7-xH 1 s N W Ia s' L° G• L L x ISNI 2-ticc u� wDw �EGOEJ l% =`OUe :mss, h I r{G '�'i1s.N 2x � JI i � 34 I F JSP ii^R FLV I �N D J I ` J J I1_ I i 1 I Y � n 1 ~ 1 i ! 2-ZorG:+�tZ 2-zrt�ii�*t Dt2 -Ow �EGOEJ l% =`OUe :mss, h I r{G '�'i1s.N V r 1 1,415 I-4 7x 10 A.? F7. S i DE of tE$< 157f 15/2"X 7 VZ" W V- GI I IZT. - SI PE I-U.l t- TO �,KIbT. Wt7. Cl IiZT- ST�cGGE� N4&1 LS -NEW a<io- TO CGNT. 15NTI IZC Lt N"e TH O7 V><1`Sr. 611 mo• NOTCH 77,-- tC LST. FIEp,ei $ FrJN. AS New 2x10', i dPf Nt�L.I u')? -4C. SL_OGK Vlt5M-5 ,arr MV pu>i�t OF i X• GIST. QLt5Q GN -,&")< G"x I�� p NEW 60NG. FG TiNCIt� II s> pW G t-10 : -7 or 7 'FOTZ -FAIrl. Fri. FvN- GENERAL NVrL6 THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIFAENSIONS AND NOTE CNN ALL DRAWINGS IN THIS SET PRIOR_ TO STAll - 0= ANY WORK AND SHALL NOTIFY DES! -';MFR OF ANY OESCREPANCIES PRIOR TO :TART OF ANY WORK. THF.- GENERAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS STATE BUILDING CODE ( SIXTH EDITION) AND ALL OF THE LATEST LOCAL BUILDING CODE REOUIREMENTS, TLP Ilz''C,YP• ieo tth om Se;g L° 2°�Or�• 'I4C�ng VE -WT W/.l;L)G -- - • I %✓4"x 9'/z" LV L_ i zuGTJt. 1z1>7GfE 12 I ?xce(S IL'' L4/ S_ -So 1T i 1HhL)L..-pZCI,/Tve WWro f!'LLUGK�G, _Egmml YY V ii''G> sl sic, -- n!1J Z,�6z,-7iDw (?"-5AriiL%T- 'Zoom z -spo H. —ALUM. VIZIP Im!50L-../ W44 Gjtrt raz__ IA S Soff [T s'o• SiMQsom 4 w/Lowi,vari- Ix(, f zrFf). I -ow. l< 91121 rdz. W=CANE i tI�'O''L.X \tu k Fx4se I U' o.c. -2- 0<4 f - 2 12"4.frtis / � -TtE4 i 7X4- 'SH Oe- Vz`c-c;v Kfyl- cOTC� _ { C�oKo-Tob0 N I j4Cj5V5f.H�ICt1+' of -TYVSK Q U•G.6'NI►Jf,L.5S - t d { UVr1r> TLUN PCP -S Vil' eilff- 1?10 0 I { T5iz- T U.x.L.tgN Nest -1 � Lxls' I { 1U. FL2S- V�tzi f A -r eta y "tvt -f ofi wv�� N Sub•'fUZ.L,Luc 4 1�-,CZ6USD- E n 5rlil_Y raon r©oNi;?,k i Icy N I IZ-o Ti�GCr, ',���.t'1 I N G Pili t -J vz-r-I 11 ON Ix3C Z°/o. C.. Zxtpt%5a>C,Ce f LA/ z' �,'. ve Frrf 'G-' .. 7;412 6C5 lzAIM]- i pf SOkSC Paal� `JG f'T5 ie Z°VO-C Lv. rt6No2 ExC.AVT t o AFiER Sot coN5rRUGTIG4 e' �Z �D GDt�IG �Np S � I�t-•l G - , 8, �„ t-•!/ �F-*�5 No• eoc7 S p ___ - --".`-- __ i S Gam' ----'--- —'--- Q�,'Iv p tiles. RT. - ' I� L • N IZ_ n!1J Z,�6z,-7iDw (?"-5AriiL%T- 'Zoom z GENcP?:.L NOTE=S THE GENERAL CON i PUACTOR SHALL VERIFY ALL — SITE CONDITIONS AND ALL DIMENSIONS AND NOTES Q! ALL CRAVINGS IN THIS SET PRIOR TJ vi"ART OF ANY k.'OPK AND SHALL_ NOT I} Y DESIGNER OF ANY DESCREPANCIES PRIOR TO START OF ANY WORK. - TI IE GEI iEPAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS S i ATE BUILDING CODE (SIXTH EDITION ) AND ALL Or THE LATEST LOCAL BUILDING CODE RFO,IIREMENTS. I -ow. l< 4Zn IDSL I(:'O —�i i tI�'O''L.X \tu k I 2 12"4.frtis / � -tom i w/ rz"0 cOTC� C�oKo-Tob0 N I j4Cj5V5f.H�ICt1+' of t W(4 -0s UVr1r> TLUN PCP -S T U.x.L.tgN Nest -1 � Lxls' I { 1U. FL2S- V�tzi f A -r eta y "tvt -f ofi wv�� N n 5rlil_Y raon r©oNi;?,k i Icy N I IZ-o Ti�GCr, ',���.t'1 I N G Pili t -J GENcP?:.L NOTE=S THE GENERAL CON i PUACTOR SHALL VERIFY ALL — SITE CONDITIONS AND ALL DIMENSIONS AND NOTES Q! ALL CRAVINGS IN THIS SET PRIOR TJ vi"ART OF ANY k.'OPK AND SHALL_ NOT I} Y DESIGNER OF ANY DESCREPANCIES PRIOR TO START OF ANY WORK. - TI IE GEI iEPAL CONTRACTOR SHALL INSURE THAT ALL WORK CONFORMS TO THE LATEST MASSACHUSETTS S i ATE BUILDING CODE (SIXTH EDITION ) AND ALL Or THE LATEST LOCAL BUILDING CODE RFO,IIREMENTS. -. ASSESSORS MAP 20 PARCEL 39 I7N,;DISTRICT; YARD SETBACKS T-RONT = 30' SIDE = 15' REAR = 20' PLAN REF. - LCP 15751 C F -L DT]D 7.0NE: C :DATUNI: NGVD H.J-'�t OJALA Z7 �CISIEFE APRT H. OJALA, P.E., P.L.S. 616z DATE ASSESSORS MAP 20 PARCEL 58 EXISTING DWELLING \� / 2.3' �� G�' EXISTING DWELLING MAP 20 35 SITE PLAN OF X15 PARK AVENUE IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: ALBERT LEND 20 0 • .0 60 SCALE: 1" = 20' DATE: JANUARY 28, 2002 REV 3/21/02 REV 9/16/02 SYSTEM PROFILE TOP FNDN. AT EL. 17.2' (NOT TO SCALE) ACCESS COVER TO WITHIN 6' OF FIN. GRADE- – — /� ACCESS COVER (WATERTIGHT) TO 15.6' MINIMUM .75' OF COVER OVER PRECAST j WITHIN 6' OF FIN. GRADE 2: SLOPE REQUIRED OVER SYSTEM 2- DOUBLE WASHED PEAS1 r -.•. _ ."` �� iii► GAL ON SEPTIC .. _. _._--.-_�'_r TEE SIZES, INLET DEPTH = 10' 13UTLET DEPTH = 14' I LEACHING — J FOUNDATION-- 22' — SEPTIC TANK 46' D' BOX 2 FACILITY k 3.9 3.3 12.6 N 13,7 + 143 00 + 15,6 MAX. FEASIBLE COMPLIANCE 15.405 1O; REQUEST REDUCTION IN SETBACK, ST TO PROP. LINE (10' TO 8.5'); REDUCTION, SAS TO PROP. _LINE (10' TO 5') 15.405 1b: REDUCTION, SAS TO FOUNDATION (20' TO 15.5') 00-247 - 13.28' 10. 3.03' 1 17.7'± EL. 7.75' j G -W EXPECTED AT EL. 3't TEST HOLE LOGS ENGINEER: SWEETSER ENGINEERING WITNESS: K. WELSH DATE: 6/22/99 PERC. RATE _ < 2 MIN/INCH I CLASS SOILS P# QELEV. 0' 17.0' A LS 11" 1OYR 5/1 B LS 10YR 7/6 24" 15.0' C COS 1OYR 8/4 a HJJt JJL1RJ I•IM1' av nw�� J� ZONING DISTRICT: R-25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - LCP 15751 C FLOOD ZONE: C 111" 17.75' SLEEVE WATERLINE FOR 10' EITHER NOTES 1 - SIDE OF CROSSING WITH SEVER LINE NO WATER ENCOUNTERED SEPTIC DESIGN- (GARBAGE DISPOSER IS NOT ALLOWED ) 1 DATUM IS NGVD + # 14.8 16. 14.9 PROP. VENT 15.5 / / D SIS"; FL rn.�; 3 BE ( 110 GPD) = 330 GPD 2. MUNICIPAL WATER IS EXISTING USE A 330_ GPD DESIGN FLOt 3 InTnrpnl lit PiP PITCH Tn PIT 1/8' PER FOOT. SEPTIC TANK: 330 GPD (2 > = 6604, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHF ri-10 USE A 1500 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. 2(39.5 + 6.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SIDES: = 199 TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 39 5 x 6 83 (.74) S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. TOTAL: 455 S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED USE (6) HIGH CAPACITY INFILTRATORS WITH 2' STONE FROM BOARD OF HEALTH. AT SIDES, 1' AT ENDS & 14" UNDER 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM 6.8 LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR — 100 —EXISTING CONTOUR BOARD OF HEALTH MA APPROVED DATE off 506-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st, yarmouth, ma 02675 TITLE 5 SITE PLAN OF X15 PARK AVENUE IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: ALBERT LENZ[ 20 0 20 40 60 SCALE: 1" = 20' DATE: DECEMBER 1, 2000 ARNE H. Q ALA CIVIL ARNE /2 /i A666 TE ' BATE 3.9 11 3.3 TOP FNDN. AT EL. 17.2' 14.1' (EXIST.) y MIN ( 2 % SLOPE) SYSTEM PROFILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) %- ACCESS COVER (WATERTIGHT) TO 15.6' MINIMUM .75' OF COVER OVER PRECAST J` WITHIN 6' OF FIN. GRADE PROPOSEDI 500 GALLON SEPTIC TANK (H--10 ) DEPTH OF FLOW = 4' TEE SIZES, INLET DEPTH = 10" OUTLET DEPTH = 14 PIPE LEVEL FIRST 2' _ I I BAFFLE 12.95'/ CRUSHED STONE OR MECHANICAL 1PACTION. (15.221 IRD (� SLOPE) ( 7. SLOPE) FOUNDATION- 22' - SEPTIC TANK 46' + 14.9 0' 15.6 MAX. FEASIBLE COMPLIANCE 15.405 10: REQUEST REDUCTION IN SETBACK, ST TO PROP. LINE (10' TO 8.5'); REDUCTION, SAS TO PROP. LINE (10' TO 5') 15.405 1b: REDUCTION, SAS TO FOUNDATION (20' TO 15.5') 00-247 2% SLOPE REQUIRED OVER SYSTEM 2' DOUBLE WASHED 12.78' ,2' 1 �t� 14" 3/4' TO 1 1/2' DOUBLE WASHED STONE D' BOX 2' LEACHING FACILITY 12.6 13.7 t. - S� .3 C.0 15.6 / 16.3 13.28' @ SIDES R }ENDS I « 10.78' 3.03' 1 17.7'± EL. 7.75' 1 G -W EXPECTED AT EL. 3't TEST HOLE LOGS ENGINEER: SWEETSER ENGINEERING WITNESS: K. WELSH DATE: 6/22/99 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# Q ELEV. 0' 17.0' A LS 11 " 1 OYR 5/1 B LS 24„ 10YR 7/6 15.0' Al [CON 1OYR 8/4 I LOCUS \ u¢ PARK AVE. LENS SAY LOCATION MAP NO SCALE ASSESSORS MAP 20 PARCEL 39 ZONING DISTRICT: R-25 YARD SETBACKS+ FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - LCP 15751 C FLOOD ZONE: C SLEEVE WATERLINE FOR 10' EITHER 111" 1 7.75' SIDE OF CROSSING WITH SEWER LINE , NO WATER ENCOUNTERED NATES; 1 14.8 16. i } 14.9 PROP. VENT 15.5 NOTE: WATERMAIN IS LOCATED SOUTHEASTERLY SIDE OF GROVE ST. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED > NGVD 1. DATUM IS DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD USE A 330 GPD DESIGN FLOW 2 MUNICIPAL WATER I� EXISTING SEPTIC TANK: 330 GPD ( 2 > = 660 -` 3..'MINIMUM-PIPE -PITCH TO BE 1/8' PER FOOT. - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 USE A 1500 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. LEACHING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 2(39'5 + 6.83) 2 (.74) = 137 ENVIRONMENTAL CODE TITLE V. SIDES: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT BOTTOM: 39.5 x 6.83 (.74) = 199 TO BE USED FOR ANY OTHER PURPOSE. TOTAL: 455 S F 336 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE (6) HIGH CAPACITY INFILTRATORS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED AT SIDES, 1' AT ENDS & 14" UNDER FROM BOARD OF HEALTH. 6.8 PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM 10. 1� LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT, ELEVATION 100 PROPOSED CONTOUR - 100 - EXISTING CONTOUR BOARD OF HEALTH APPROVED off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 TITLE 5 SITE PLAN OF #15 PARK AVENUE IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: ALBERT LENZI { { 20 40 •{ MA SCALE: 1" = 20' DATE: DECEMBER 1, 2000 REV. 1/2/01 (WATERMAIN NOTE) G.S. DATE EXIS'•NG C••IYLUN6 Y WORKING PL AN °F #15 PARK AVENUE IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: ALBERT LENZI 20 0 20 40 60 SCALE: 1" = 20' DATE: JANUARY 28, 2002 RECD T01AI?4 OF YAW.OUTN SOARM OF APPEALS r gvW KO ro �\ NO F- n N 00-247 I� I ROOF—COVERED STEPS AND LANDING a i \ ry60 \ \ EXISTING DWELLING - \ �lj� \ �hA \ )WELL. \ N 17.2• 1 PROP. 18' ADD'N'N l 6 ARr'E H. OJALA, P.E., P.L.S. DATE N EXISTING DWELLING /6�yl_ �AR�2002'1, WORKING PLAN OF #15 PARK AVENUE IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: ALBERT LEND 20 0 20 40 60 SCALE: 1.. = 20' DATE: JANUARY 28, 2002 REV 3/21/02