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HomeMy WebLinkAboutEngineered Plan - 2016�304� =N ► V117 -H,3 Gf✓�1nrl �S H^2D, �.aGH 6HA/� /02" .� o.�-rG A --3CD ' /��'�G,-/r" (¢, e X 3. CSD' STonr,� o� .ate ..vim Siv. k ��L4o•�C q•� /. !�"PVC SGL►40 �. �Q ou�tAsF7"!�V f� /8 �1 �."PY .�C/i -�%U-A a j, __ .S7/- /6.96 Gv"iy., Tly /2°, ` ter- GZ7'. ? F' '. jam : , S y►� - e> �� s ` ' .���r3/FT: /,3.9sa plat: 92 , _ • „ - �- �D 2T o ! DB�E',eV,q?�oni VV�L.L TS /lot/V/ 2.9 / /�-./. fes. 2.� /fv.OB ,F- J-67 ♦vG VI''`A-r's;z ,C..i v — W x. ;, � �g•• /x.67 fi/ST✓iv G Gats l.. ✓N G /Sad Grp( �- ,L oiCt/G X5.54 �� vvSrMF-c•� /S� -f• 2. c�© /Sr/N� ,Sur- �1...�va-rlc� n✓ ,��'� � �,�p�'/G 7-,�V/ � z, .� G�.� .5 -� 2 -7 Do � i,tf, / Y.47"'/4" ;1 P�,D�/ d- ®F' _S W �_ST",��"'sk i ,�"� �. 42 /Sl0 V tl�l Tie GJC oUi�tD �ie,p. \ / .mak/sT/♦uG ��c/s �'. \ f�til ,Fxls-re vG .3 :_8Zn,A-100X1 Nloc�.s,=. Pi�OV IlDA _s '� �•.��` /��k++RlNll/It�t1/�'` �3��RR��� %G�.�)). �1�GB?"s�' C .3+-/I�.i.2G/L�O/�nS //�/D Gi4,��y/,(8•�'1��©t�.�S l�►i'4.♦rte; =" CiCJ/C�, /' `��% .rte G?/` I �Nv �� {-�.+�V��J 3�6✓ G�Q,'.w�I�/1..0/�f�~ / JC.I�C.�' V1... �2l:.f•�/ I'-� .. VEL// ��r� i%L-7� I`.�. �•�./W �QI� 45&1 `\���.��(30.5� -,�3 f.3D.SD -� 3e'�°S�G��z.00� ,vez:,�-w�::� �e C^,.�:��: �0r� `� cru a./ -s /. / ...SQ. , 4,GAC j"<n, CA 01. (4G/ _341. G.a� .% .scQ. �'�:� c�r�. � -� .? Gam. Avv G. �a.�G, - f��s�d. �•.�a,� , .ems. e. o o CA. V ' i' NOTES ---- -- - --- �/,� 1. This drawing prepared for sanitary construction purposes only. "�.moo-��'�2� ib %� 3/G 2. Sanitary construction shat: conform to Title S (310 CMR 15.0) and 2 y local regulations. Piping is 4" PVC Sch 40. Distribution Box and chambers g p g !' G _SANS 10 5'ie (516 P are H-20. Bring concrete risers to within 6 inches of final grade. Mortar SGA, `J i! p seal all around concrete risers. /a. 3 ^ ,, +�2 3. Loam and seed disturbed areas. Restore brick patio. � 0' ✓ �� - �% �� 20x, Zb� 20 �` 4. Locate, pump if necessary, destroy existing sanitary system. Existing system is a cesspool with overflow.ir 5. Benchmark elevation based upon Dennis Quadrangle.432 , r- 1' o•:`� k!�-: = —� .. X7'0 ` �C�jJ �-POP 1� X Off f I Fi �gt ,•'T eusR Q�S.�MC'N T V 19 Q, J,� ° �� / nPY 4/'P/Z o V,Cr-> -�-� Ila gcti � -,! ��H of M:� �'� P D.S.:._ D .5.4 / 141 Dt➢PtAL® N 7 � sq X1 r /u0. QAIA © C9 Y R�ONCEVICZ y Cil EU 'S'T Y /� ? �� r' T •It"� a �°^ \ ;Q No. 20487 lit o TS �. t - oo` oWN� rC , y � � FG/ST�� �`�� � : � N 5044 � _ .,� _� � SPL / GA s'V' � oA1.�\ °Fess °�P 1`�JA�QC., .L,A1 MA"-5BAC14 `i,`. D SUR�E�°� �c�s�c M',4 CIL �,�i,s e,t., SGo4 .t, AS A'OT" Yarmouth Health Dep, rtment - Donald W. Moncevicz P.E. - Civil.Engineer me __:5 .S/ T ,oL; /�! 40 Pond Street Date West Dennis, MA 02670 � . ,SGA �--,� / ♦�_ �U � TSL _� o� -- 39-_05"'©9 '%�e.�/-/Cf�' P/-��-t✓� �/©. f3LD7"R - /G-c�o.6'20? /�,eA t c//1*.tC., kD. AjAj-- A