Laserfiche WebLink
I I II i i <br /> I ' I <br /> I <br /> > <br /> I T <br /> C = <br /> z CBT e1 <br /> GE 179.08 <br /> IE N 175.48 6" PVC Q)N <br /> cn <br /> IE W 175.43 8" PVC J <br /> = <br /> BTM 174.33 ° C <br /> I > o <br /> II ::503 <br /> Site BM c� Ij N Garage 12.0' 19.69' <br /> Elev. 180.48 <br /> STORM DRAIN INLET PROTECTION > E1:218.5 18.3' 5.03' 0.2 0 <br /> PER CoE STD. DWG. NO. 210 West C45 128.31 C13 D8 f <br /> P2 .......................................... D P <br /> 12 J <br /> ` co / a <br /> N cn <br /> i <br /> �� °' �_ C m <br /> �� / <br /> L DIS�JRBED VEGETATES <br /> d j �ALL <br /> EAS TO BE SGIL1v1EN� D ' O <br /> >i o P R CoE STD. §JG. 1N0. 2 3 EXISTING IMPROVEMENTS O Q <br /> cn <br /> TO BE REMOVED (TYP.) a CO <br /> O <br /> m <br /> r � \a0 <br /> Q o acn <br /> 8 = <br /> Q U) 1a5 a z <br /> U) cj� 65.58' <br /> a > <br /> P2� (tYP) 44" Dead g5 <br /> CB Type 2-24" _ -- East 128.31 0 <br /> GE 181.27 4�. _ 1' z <br /> IE SW 179.92 4" ADS > CONST UCTION ENTRANCE i <br /> IES 180.07 4" CI � _ <br /> BTM 177.72 Sara e PER C E STD. DWG. NO. 201 <br /> IN g SILT FENCE AND H — 24.42' 1 <br /> ufi LIMIT OF WORK FENCE <br /> PER CoE STD. DWG. NO. 214 <br /> cn <br /> = 0r <br /> I I Iora N I =� N <br /> I <br /> 16' <br /> RzW L <br /> SEE C1 FOR GENERAL NOTES AND <br /> CONSTRUCTION SEQUENCE <br /> SEE C3 FOR TESC DETAILS <br /> SEE C4 FOR UTILITY SITE PLAN <br /> Six Gill 12 Pact — •81A008y Revisions: <br /> F, <br /> Site Address:3718 Hoyt Ave — �P.�p�oFW.s„,Noaa <br /> Jurisdiction:Everett C2 <br /> P I F� Parcel No.:29053000401400 Interlaken Engineering and Design, PLLC P�� ps, 2�� TESC/Demo/CSWPPP <br /> Applicant: Six Gill LLC Seattle,WA (206)470-95725/OI'sNALEN�' <br /> Permit No.: <br /> Interlaken Project No.:SEA-21-146 www.interlakenengineering.com Scale: 110' <br />