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51'X4.5' INFILTRATION <br />EX. CB/SUMP TRENCH <br />.. — . FLOW (TYP.) (SEE DETAIL) <br />ARROW SDCO — <br />(TYP.) \ (TYP.) <br />ROOF OV <br />PROP. SFR OV' i <br />PROP. CONCRETE D/W I (2,102 SF) ECK I 1 <br />TRANS:' ZONE. �{ •' COV'D P CH' <br />(SE�IDETAIL) — <br />-- — 30'X3' INFILTRATION <br />X. P MT. TRENCH <br />PROP. (TBR \ WATER (SEE DETAIL) <br />:, �•"•_ I � •. <br />_METER , <br />f �••'• • FLOW BLDG. . <br />ARROWS <br />M. PROP. SIDE ( (rrP t r <br />SEWER) cn I I ✓ EX. v,:�1�1LL I ` <br />MIN. 2% SLOPE !'' r <br />(COE DOSS �TQ DWG 6'01) �SFR <br />r 25, <br />INGRESS, EGRESS <br />/ & 'UTILITY <br />/ ESM.'T <br />f AF# 200307035001 i <br />I 1 <br />I , <br />I I PROP. 1 / <br />WATER SERVICE <br />(DOE DCSS STD DW9 501) 10' <br />I I UTILITY ESM'T <br />1 r AF# 200307035001 <br />APPROX. LOC <br />NI I SEWER MAIN N .. <br />APPP,OK LOC r <br />�. — — — --- I �-- ------ WATER MAIN ' <br />75TWST SE <br />w r, <br />OMEGA DEVELOPED BASIN MAP <br />ENGINEERING, INC. H AACK — 75TH <br />2707WETMOREAVE. DATE JOB NO. SCALE SHEET <br />Everett WA 98201 <br />oj425, 87,.38Z0 425.Z5a �58 : 1.1a/1.1 /2D .._20-.OB1.7 1" = 30' 1 OF 1 <br />