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U-) C14 t%r) n z- CD z z I-_ 0 00 U) W ry Z — Lij 0 :�> 3: C) Ld (_) L-LJ (/) C) r') ry ZO rn 0. LZ Q 9E ry a_ of a_ Ln LLJ < 00 OM 71 U) LA 0 C) z 0 z 0 LLJ > LA LL_ ry 0 C) Li CCIL� SANITARY SEWER STRUCTURES PIPES A SSMH #1 l LOCATE AS SHOWN SSMH #2 2 STA. 40+04.96, 2.00' RT. A3 JSSMH #3 STA. 26+62.92, 6.00' LT. SSMH #4 4 STA. 14+98.77, 8.50' RT. A5SSMH #5 STA. 16+24.00, 8.50' RT. A6 SSMH #6 STA. 13+29.87, 6.00' RT. SSMH #7 7 STA. 46+27.16, 2.00' RT, SSMH #8 81 STA. 27+18.53, 6.00' LT. SSMH #9 LOCATE AS SHOWN O 5 LF 8" PVC 72 LF 8" PVC 156 LF 8" PVC 4lJ 155 LF 8" PVC 125 LF 8" PVC O 169 LF 8" PVC 133 LF 8" PVC @) 56 LF 8" PVC @) 158 LF 8" PVC LOT CONNECTIONS 1 6" IE 402.50 8 6" IE 399.00 15 6" IE 401.00 2 6" IE 401.50 9 6" IE 397.50 16 6" IE 402.00 3 6" IE 401.50 10 6" IE 398.00 17 6" IE 400.00 4 6" IE 398.50 11 6" IE 399.00 18 6" IE 401.00 5 6" IE 400.00 12 6" IE 400.00 19 6" IE 402.00 6 6" IE 400.00 13 6" IE 401.00 20 6" IE 404.00 7 6" IE 398.00 14 6" IE 400.00 American Engineering Corporation Engineers - Planners Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 tatz", I PHONE (425) 881-7430 Fax (425) 881-7731 0 File path & Name z P:\2003\0312\Enginec-ring\Dwg\E0312SS1,olwg 9/29/2005 3:17i05 PM PDT SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CLUSTER CLUSTER EX TYPE 1 C3o ORANGE- 0M EL=4678.41 PAiNT EXISTING GARAGE 12- CMP W=406 06 aoi 12" C'UP E-406.07 TELE 30X (TYP) � k- FIRE H YD lz PP 1V AVE.—BREMERTON N. E Iry 4, EP, 1 _"_ZR METER0 SIDEWALK 111_�(TYP) J A PPROX WA TER OCA TION -::4 - - - W _w_ w 12 CUR8 CUT Ail P V "—A /Ir-0 -UGP PANT rEL L 0 W E TP, IPE ASIP4PA 4 5 5 -10 MPH SIG�i LL_ LL_ SO? W—A V 7 7 =00 LL_ 7 _J __j t 404 0) 0wo 410 402, - -1 y Y-Y J El TYPE CB— 4 06 4-P VER77CAL CUP8 FACE DEAD END SIGAI R11W EL = 4 — 72" M/-- E C \406.26 C f �E=411 0 FFE�7-408 Fk=407 ii 4 RECOMMENDED FOR APPROVAL BY. DATE BY. DATE: BY. DATE. BY- DATE 16 U_ LA_ FFE 4= FE= 40,6 4 0) 7 + LL-1 A —20' RI VATS Z 00 _N — —0 UTILITY EASEMENT + + 15 14 FFE=4 7 FFE=401 9 Ilk 0- UA Loo r__L1t_ 18' PUBLIC (WD C14 F_ 1 + TILITY + _+ 0 EEASEMENT0 13 12 1 11 10 FFE=406 4=406 FFE=4 15 I FFE=405 INDIVIDUAL LOT SEWER SERVICE (TYP.) 56 lob 7T EXTRUDED CUR 0 0— IG Vol 0 NOTE: SYMBOLS SHOWN ARE NOT DRAWN TO ACTUAL SCALE. 8 8 n 9 JFIE=405—i— ti 404 1 I FFE'=407 FFT�4-07 FIFE= 4081 ZIK 04 LA_ Iv 5 F 405 0) FFE�=406 00� + t + — � " ®1 410 R T _j __tL0 I 1 7- 10' PUBLIC 4 2 0' 1 SEWER "EASEMENT 0) PUBLIC q + UTILITY 07 EASEMENT k 16 I FFE=405, !FFE='406 \� } } 6+10h 15 LF 11 8 FFE=405 1. C'A 55 UTRACT� A' , \ STORM WATER'' g* DETEN , \4\ 5-32eoor GRAPHIC SCALE 15 0 15 310 60 I INCH = 30 FT. 1 43 is L EXPIRES O4-05-2006 SEWER PLAN 13 OF 20 AEC #0312 SCANNED OCT 2 8 2005