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HomeMy WebLinkAboutWWP2703900.3f" 10 i w Q ry z w w 0 l_L_ C ►J NE 114 SECTION 2J, TOWNSHIP 23 N, RANGE 5 E, W.M. A/ D/A Irm A// IZP Q ��ZP V SEE SHEET 552 nil FG 378.5 . < FG 374. 4.0 SSMH 3 P 24 SSMH 4 ° STA. 61+21.30 FG 375.0 / STA. 62+00.26 ° RIM 372.02 RIM 374.07 a_ 8N 7E-1N-366.-4>8-{Sy / _ 6" !E IN 366.84 (N) d ; 366.08 (W) . , 8" !E /N 366.67 (SE) SSMH 2 8" IE OUT 366.57 (W) STA. 60+04.17 --- -- _ ° <. ° a ° 4 3 d <- r ° STA. 25+47.96 4.17 L a' 4 _ p0 j' ]] 8 O Q ° - 64 RIM 369.77 ' ' ° -- - - ° ° G a ° 6 4. 8" IE IN 365.49 (E) - -- _ + 8" IE OUT 365.39 (N) Rl 117 LF 8" PVC 61+0 79 LF PVC 62 o SE 145TH PL 172 LF 8" PVC _ m ----1®- „ tt� - ° m 'Mm Room a< ` ° - ° 12 ° r 9 a as372 .. , O \ / FG 372.0 .: 3�8 FG 380.0 ° . STASS . 30, 40.87' R-�- e ° 25 374 g8a SSMH 5_ 6 00 R 1 l RIM 372.50 FG 373.0 STA. 63f72.01, R/M 377.53 • .. ' ' 8" IE OUT 367.00 (N) �` •' 8" IE IN 369.63 (S) __SS CLE_A_NO_UT ----- 8" IE OUT 369.53 (SW) STA. 34+09.77, 39.44' L SS_CLEANOUT • STA. 63+72.01, 41.87' R d. a RIM 373.00 RIM 380.00 I' 8" IE OUT 36749 (N) 8" IE OUT 370.35 (N) 1 L PO STA = 62+13.13 PV/ STA = 63+02 PW STA = 63+62.15 PVI ELEV = 374.49 PW ELEV = 375.37 PW ELEV = 377.45 J A.D. _ -1. 68 A. D. = 2.45 A.D. _ -1. 45 4" K 44.63 K = 30.63 K = 13.81 va Q L.P. ELEV = 369.50 75. 00' VC - 75. 00' VC _ 20, 00' VC ^ c~^n L.P. STA = 60+21.55 PW STA = 60+23 PW ELEV = 369.39 h ^ N o to N �o ao A. D. = 4.68 to o `O ^ + K + + h K= 4.27 Q h o o h �n o 380 ^ c� w m cn cn �u 380 t �- ^ r7 > Q �o W m FINISHED GRADE AT .,_rlHw ---- Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) rr. h � (;j R. C + Qs of o n Or< m W W W cn W N cOo ----- ------ 370 -2 00% LF 8" PVC ® 1.66% 172 -------- 79 LF 8" PVC ®0.50% 117 LF 8" PVC ® 0.501 - - -- SSMH 4 SSMH 3 -- RIM 374.07 -SSMH 2 - RIM 372.02 ._ ' 6 ° IE IN 366.84 (N) I 3.45% --------- - R. 0. W CENTERLINE 370 SSMH5 R/M 377.53 8" IE /N 369.63 (S) 8" IE OUT 369.53 (SW) SE 145 TH PL a O> moo) OO O^ fl fl ^ ^ � � °n �n �n o � �h �n �n r �^ �n 340 ( O �� �� r ^ N-� m� n nin I I � 60+00 1� 60+40 r.TIm;r1j D.R. STRONG 61 +20 CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRK"LAND, WA 98033 O 425, 827, 3063 F 425.827,2423 61+60 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS NO. REVISION 62+00 62+40 62+80 63+20 O4+UU VER TI CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSEC7ION OF THE CENTERLINE OF NE. 4TH STREET AND 148M AVENUE SE., ELEVATION = 454.769 FEET. . UTILITY CROSSING NOTE. - OUTILITY CROSSING, REFER TO C42 FOR DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 L.�IIIIIIIIIIIIIIII� 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date:.. BY: Date: � BY: Date: l BY: Date: M 1 03.03.16 MN SURVEYED: SCALE DATE: IYIAJ p 6+ SIC VERTICAL. NAVD 83/ ^ \ / ALPINE NURSERY 09.28. 5 MAJ 05.23.16J JVJ HORIZONTAL: NAD 198J/1991 ,� _ C T v O DESIGNED: AS NOTED �♦ �� I FIELDBOOK: MN 07.28.16 MN YLP "u RENTON PAGE: YLr DRAWN: p ONE INCH DATUM "-AN EXTENSION PLAN & PROFILE - SE 145TH PL DRAWING NO: CHECKED: AT FULL SCALE 1 Planning/Building/Public Works Dept. SS3 kw IF NOT ONE INCH BY DATE APPR APPROVED:SCALE ACCORDINGLY U1500 /7 366 SHEET: 33 OF.Mm DRS PROJECT NO. 14069 AJ-JNJN]N a INJAIA L 0 : A --:� y 6003 n D D f"1 1J i o m �e� z smp C =20m Z�. Nz m m m cn 0 D I D 0 mm v O CD n�0 e' M -o � D n m = Z C C 0 rn TO "' z z m 0 D 0 tJ W U� Y U7 oz o�c rn � � S, w D v� m D m n 0 0 M m °o me o�