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HomeMy WebLinkAboutEngineered Plan - 2017A5HED :STOKE ! R..EQS .:. .' _... .. .., WAX,. OR FILTER z IC. WEN RON PP $.0 5,7.3NNQT REQUIR 4V TE MINIMUM' P TCH .1/4'. PER.FT. - :...:. _ L EVELE S. DEPTH H RIZ TEXTURE C. LOR MOTTr ,.., OTHER 0.-15" FILL :: NO : —19. . .sA 1159' LOAMY. SAND , . .Y..t.4 2 . ROoOTS 7 . SAND RS �LQAMY M,j 2 13MEDIUM C SAND -..... 2: Y6 I - ,'/ 20 SETUCKET ROAD 1 ��� I� 'v" 508— P. 0. BOX 713 �t — - cn SOLTH DENNIS, MASS.' ��E R ¢385-6900 02660 EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR ----00---- `. G' '''; DATE SCALE " _ ' FINAL SPOT ELEVA710N 00.0 �, y iG MULFORD� DEC. 1 H, 01 7 1 - 20 . FINAL .CONTOUR 00 / ,�_ / SOIL TEST LOCATION v `: - f I �c �: i� REV. JOB N0."" UTILITY POLE —O— s �_ �1 TOWN WATER r=�'Y'—�--00 W + �1�' CATCH BASIN GASLINECo-- LOCATION MAP REV. SHEET 1 OF 1 CLEAN OUT CESSPOOL C.P. C.• 1S81PR0J15605-001 dw 15605—SASD01G 0 2017 SWEETSER ENGINEERING