Loading...
HomeMy WebLinkAboutS-288204C, C �J ) Ill W o � W a c 7l � a 8„ €= o o _ u i _ z 1_ a k wwP -dj -� MATCHLINE SEE SHED .2 7— S ALP A/ NH 71- 2X4 STAKE - 30 SEWER MAP.KER 0 0 0 / o �N ' i AR Y / SEWER EASEME TD CITY - CF 7ENTON / / z / i DW i `' IF \ -190 (10" ° NE M RO)- - - - - - _ — E= 18.95 10 N 186,421.40 E 1,301,648.32 RIM ELEV. IS TEMPORARY. to .5 % 12 g a tiaP INo o DESIGN ELEV. O o - STUBOU'T PHASE 2. 0 8° SIDE SEWER '.5 LF 8" / j SWH#8- DIA. E 1,301,648.32 W/ 'WH[Ii RIM =30.00± -_ --- - SEWER MARKER / `-COUP ,N GARACE DRIA <' 30 LF 10" IE 19.66 (10° NW & W IN) ° NER CON rrT - C-900 SS IE- 19.56 10° SE OUT) E =20.63 � 8" S0E1 A_ S U P FU Ur U LG NC 0 0.5% N 186,441.29 v TU-P J 1D IdA.N = :/ E 7,301;SIGN . -- BSM'I#9.54'DIA I W N I E ": '"TAk A, i � ,_0J FINAL DESIGN Of ROADWAY IE 2056(8° N & S01 I,N) S A ° WFr' ti . -1981 IS NOT COMPLETE. ADJUST IE c0 TO (1C° SE OU,j 20:4 NST L1 2.4 N, Tt- RIM TO FINAL DESIGN GRADE. i RIM 185534 25.11]- �tWE 1 3, 0 N 186,441.29 N _ t --, r N RK 72 TAPPOA M,.,? / E 1,301,349.59 a w J 10 20 ao E '1]i 4FJ? - - -- . • ',.• CCM _'_Tt- ADJUST r'R Tr -i`! _IGN ?," -.Ce SCALE 1n =20' CONSTRUC-P.Oli OF SANITARY S NER AJ.: OU _ -X',A,17C N =CA THE GROUND WAi_R ELEvA CN AND REQUIF� 'J F OF - =GALt� CONSTRUCON MET,.ODS UCN.2 TOR SHALL PREPAF OR O tP A V° D OF DE- WAIERINU QUIPM N AND USE CN'�:- .T'�ON VAT- CANER SHA;,, PROVIDE A G OTECHNICI EN' IN-ER CN-SFTE AS NEFC�-D IC P:'EE 35 TECHNICAJ EXPERTISE. NC v.AFONING C q NrA [E 30 25 r8 SS C ?A I'. �7z10 i IE =L02? 20 It - -- - SSMH #934' %w1oW PB? 15 TA 11+94.00 CS.Q Rip= 25.10± = 20.56 (8 N & S'h' IN). - =20.30 -G SE OUT) 10 ROLL RECOMMENDED FOR APPROVAL - BY i4 -i -o i 13 +00 12 +00 *00 10 +0o BY 5 _ a BY 12AM Sanitary Sewer Profile BY HATE BY DATE SCALE: 1' =20' HORIZ " =5' VERT C. po = ':I SO UTHPORT - PEE 1 gH, E H S_cr. 3avalcp en , Ge11 ua, ' !ashingten 980i-r_ vd— — COUGHLINPORTERLUNDEEN - C42 c4.1 1]4 PEE SANITAR C4.3 A CONSULTING STRUCTURPI AND CIVIL ENGINEERING CORPORATION oAAr � ©o, � STREET 217 PINE 01UITE 300 5SEATTLE,WA 81 F: 2061343 -691 SEWER a l " /y y Oa iEL E _r -;roc 0;17.3: zcoz n i" 17 .', _,, L — II -:_.__ "ID FCC] vv�ewKY JVL (r (CIIUY O O O y0 J O 7.z n I N U PROPOSED L j GRADE FUTURE ROAD GRADE _ COD - -- uj IL MAINTAIN MIN. 2' W OF COVER FOR TO BE RAISED - DURING PHASE 2 V 127 LF 10" C -900 0 0.5% - -- - -- - - - - - - - p _ - - _ 101 LF 10" C -900 ® 0.5% - -I� SSM-I #8-48' DIA. STA 10 +67.00 88MH #7 -48' DIA STA 9 +67.00 RIM-30.00± RIM-23.00± IE =19.66 10 °- NW & W iN) IE 905 10" NE IN) E- 9.5 �10" SE OUT) IE 1895 (10" N' OUT) RECOMMENDED FOR APPROVAL - BY i4 -i -o i 13 +00 12 +00 *00 10 +0o BY 5 _ a BY 12AM Sanitary Sewer Profile BY HATE BY DATE SCALE: 1' =20' HORIZ " =5' VERT C. po = ':I SO UTHPORT - PEE 1 gH, E H S_cr. 3avalcp en , Ge11 ua, ' !ashingten 980i-r_ vd— — COUGHLINPORTERLUNDEEN - C42 c4.1 1]4 PEE SANITAR C4.3 A CONSULTING STRUCTURPI AND CIVIL ENGINEERING CORPORATION oAAr � ©o, � STREET 217 PINE 01UITE 300 5SEATTLE,WA 81 F: 2061343 -691 SEWER a l " /y y Oa iEL E _r -;roc 0;17.3: zcoz n i" 17 .', _,, L — II -:_.__ "ID FCC] vv�ewKY JVL (r (CIIUY O O O y0 J O 7.z n