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Home My WebLink AboutS-368701m no 0 n�UJ SCALE: 1"=20' 20 10 O 20 40 Q Ld w O w a � 400 395 390 385 380 375 O M 11+08.99 P/L N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. 11 +83.46 P/L 12 +59.17 END ACCESS TRACT P/L 13+29.38 NORTH P/L 13 +70 R/W SOUTH C/L R/W I r__ 1 SEWER I I J DATM 1 I 23LF I I � I I I I N O) 000 FO ABOVE N rM M IM N� N ^ co 70 I � a I I 0 2. DX N v�� PIPE C/L I I it i n I �o I 10+92 +s2 E UNE, N. 12C FEET, S 1/2 SE : �4 � 1 / I N V N M c M ° I M I ' M M M M M M M M EXIS E M M N � M M M M FF =39.5 p I 6) - O I i N I ' I I j'C6c \ I \ ✓ I n \ o� 400 395 390 385 380 375 O M 11+08.99 P/L N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. 11 +83.46 P/L 12 +59.17 END ACCESS TRACT P/L 13+29.38 NORTH P/L 13 +70 R/W SOUTH C/L R/W a I r__ 1 SEWER I I J DATM 1 mat aol R � ler as aol 23LF I I � I I I I N O) 000 FO ABOVE N rM M aD� N� N ^ co 70 1 DLF a I I 0 2. DX N v�� PIPE C/L I I it i n I �o I 10+92 +s2 E UNE, N. 12C FEET, S 1/2 SE : �4 � 1 / I N V N M c M N M I M M M M M M M M M M M M M EXIS E M M M M � M M M M FF =39.5 p I 6) - O N o .v. \\`vim ✓ I o� \\ S r m co CA iC f ? m 1pm !�-1 rD 01, I ff- LO $ 153LF -8 S 00.50X (ff?"y O 135 -8"SS 00. OX I G IE= 10 +96.00 6" ]E=386.84 11+15.00 60 I 1 = 386.49 +20.50 13+1 50 m I. -11442.50 6 IE= 386.21 6" IE 385.64 C21 m 6" E= 386.59 '0 rn 00 _ =�+M o3 �M1 6 IE9.385.62 NAM ON�p O n 1 tNifin w y 1ZO nzs = 0 �Z -X-X N pp w fNn � KWW NKWW « a °_z r__ 1 SEWER I J DATM 6 SS mat aol R � ler as aol 23LF n � N N O) 000 IE= 387.04 N rM M aD� N� N ^ co 70 1 DLF a I I 0 2. DX N v�� S 6 I 1 it i n I �o I 10+92 +s2 E UNE, N. 12C FEET, S 1/2 SE : �4 � 1 / I N V N M c M N M M M M M M M M M M M M M M M M M M M M M M M M M M M M M FF =39.5 12 "SD 8.20 10 +81.87 11 +00 11 +20 11 +40 11 +60 11 +80 12 +00 12 +20 12 +40 12 +60 12 +80 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +14.05 DUVALL PL SE - SEWER MAIN PROFILE SCALE: HOR- 1 " =20' VERT- I "- 5, � Ell11 mI °_z r__ 1 SEWER I J DATM 6 SS mat aol R � ler as aol 23LF n � 6" ENDCAP J 1 I c IE= 387.04 I a IE= 385.9_ 6 "SS SVC ° _ O 1 DLF Z I I 0 2. DX it v�� S 6 I 1 it i n I �o I 10+92 +s2 E UNE, N. 12C FEET, S 1/2 SE : �4 � 1 / I Se 1/,. \ or 1/4, Se 15- 23 -5 3 � Ell11 mI °_z r__ 1 SEWER I J DATM 6 SS mat aol R � ler as aol 23LF n � 02.OX J 1 I c I I a IE= 385.9_ i I I \ _ IE =385.9 \ \ I I s J ° gym v�� i 6 I 1 it FF =394.5 CO w. !n n I ' IE= 387.07 C' 0 O o I ( I„In7 Ate.➢ PT FF =39.5 p I 6) FF= 394.5 0 � Ell11 mI m ... / SSMH #3 z 611 Q z 12 +45.50/ N i 6" ENDCAP 6" ENDCAP/' n s 0, .- z IE= 386.79 A I ` IE -385�C o `' z ` EA5EMEN'� 3. �,� _ 20' UT1�f1Y EMENj; i 6 SS SVC = / 6'99 SVC �� '�DLF .� 10LF :, y'�IE / m `1 °_z r__ 1 SEWER I J DATM 6 SS mat aol R � ler as aol 23LF L 1. TO CDR 02.OX J 1 I I CO I a IE= 385.9_ 1 I \ _ IE =385.9 \ \ I I s J ° gym v�� i I 1 I m ... / SSMH #3 z 611 Q z 12 +45.50/ N i 6" ENDCAP 6" ENDCAP/' n s 0, .- z IE= 386.79 A I ` IE -385�C o `' z ` EA5EMEN'� 3. �,� _ 20' UT1�f1Y EMENj; i 6 SS SVC = / 6'99 SVC �� '�DLF .� 10LF :, y'�IE / m `1 ® ��EO. ENGINEE -ING. LLC �� CIVIL ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 NO. 0 V) Fl O C t4 C, L_j °_z x.vr Op c' 1 SEWER I J DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR L 1. TO CDR 1 J AQ_ I CO rss SVC a IE= 385.9_ a CO EASEM _ IE =385.9 02.0 %-/ \ I, 13 +95.94 u,� s J ° gym v�� i I n a FF =394.5 CO f !n n I ' IE= 387.07 C' 0 O o ( I„In7 Ate.➢ PT FF =39.5 p I 6) FF= 394.5 0 O o .v. \\`vim ✓ I o� \\ S r m b CA iC f ? m 1pm ® ��EO. ENGINEE -ING. LLC �� CIVIL ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 NO. 0 V) Fl O C t4 C, L_j °_z x.vr Op c' 1 SEWER I 6 SVC DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR O 0�69� 1. TO CDR 1 J AQ_ I CO EASEMENT r > IE= 385.9_ a CO EASEM _ IE =385.9 ° REVISION \ _ 35' CLFN C ° ,4=394.5 O \ y SEWER PLAN 1 " =20' Ct `NC °_z x.vr Op c' 1 SEWER I DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR -r EASEMENT 1. TO CDR ° J AQ_ 14J ER EASEMENT 02.0X- a CO EASEM IE =385.9 ° \ I, 13 +95.94 u,� s J ° gym v�� i I n a FF =394.5 M !n n C' 0 O o .UO I„In7 Ate.➢ 00 I ..r -. `��h\ Ct `NC BY I DATE I APPR -1 °_z x.vr Op c' 1 SEWER I DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR r-` 7. ER 6•SS� s J N A 14J 02.0X- a CO EASEM IE =385.9 ° \ I, 13 +95.94 u,� s J "0 EXIST 8 "SS. r I 2 FF =394.5 0 0 BY I DATE I APPR -1 �a 1 U ULn�cWir °_z va o 1 &M CITY OF SEWER ti DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR rn o o ER a N A EASEM m \ I, 13 +95.94 5 -3265 "0 EXIST 8 "SS. DEPTH & LOC I 2 13 �a 1 U ULn�cWir °_z va o 1 &M CITY OF SEWER ti DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR rn o o ER N fc JO C N A EASEM m \ I, 13 +95.94 "0 EXIST 8 "SS. DEPTH & LOC "SS 2 13 n / \ + / --1 n � •!Y�c%4. ns i "'°S 1• -20' ° 1 &M CITY OF SEWER DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR 15' 0 ER EASEM \ \ / 00 O o .v. \\`vim ✓ o� S r m b iC f ? m 1pm rD 01, ff- (ff?"y O G n / \ + / --1 n � •!Y�c%4. ns i "'°S 1• -20' ' 1`10 "t 1 &M CITY OF DATM RENTON Planning /Building /Public Works Dept. mat aol R � ler as aol SR o°m °mz 5- 368101 NOTES: 1.THE PAVEMENT RESTORATION ON THE PUBLIC STREETS SHALL BE AS PER CITY STANDARDS. ii CITY OF RENTON Approved rJ/�_i4t%SJFfl�!•/ Date: 7 -y --r L Approvedby: `^ A •'- Date: 2e/ Approved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. DEM I T 4 LOOT SHORT PLAT 2100 DD UVALL AMC DRAWONG CODE REWER PLAN C D ' S- 3�oe7d / JAI -ININ BE 11/04/2013 An0oD <y 11, , >1 W J