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HomeMy WebLinkAboutS-284306cxD w 7w 9 • l • u 20 17. a i MARSHALL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON LOW POINT ELEV - 195.81 HIGH POINT F_LEV = 199.02 LOW POINT STA - 0 +08.05 HIGH POINT STA = 0 +69.88 PVI STA = 0 +16.50 PV STA = C +79.00 PO ELEV = 195.60 PVI ELEV = 202.08 A.D. = 12.37 A.D. = -25.37 F: = 202 K = 3.94 i 25.00' VC 1 100.00' VC �1 C a o E� c OTHERS � W u SSMH 1 2 LF 8" PVC 0 S =1.3% o 75( oo BY _ DATE ENGINEERS - 4� fig DATUM ELE1 140.00 STA a TA v�wa -• ATER & STO °M CROSSING N � IM RI RIM y to o Z /E 0 ) IN TA 0 +97.04, 3.44' RT MARSHALL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON LOW POINT ELEV - 195.81 HIGH POINT F_LEV = 199.02 LOW POINT STA - 0 +08.05 HIGH POINT STA = 0 +69.88 PVI STA = 0 +16.50 PV STA = C +79.00 PO ELEV = 195.60 PVI ELEV = 202.08 A.D. = 12.37 A.D. = -25.37 F: = 202 K = 3.94 i 25.00' VC 1 100.00' VC 5.79 0 +00 0 o INTERSECTION W /LINCOLN AVE. N 0 0 CENTERLINE © STA 2 +45.20 of J pa o a 00 O O F O� N L) I c, . C9 m J zz d 15( SSMH #5 STA 2 +45.81, 2.71' RT. (LINCOLN AVE) STA 0+01.71, (EASEMENT ROAD) RIM = 160.19 IE IN = 148.09 (E) IE OUT = 147.99 (N) z 0 'w DATUM ELEV 130.00 0 1 +00 -2 0 2z 2.00% -0.50% °o o +" OTHERS SSMH 1 2 LF 8" PVC 0 S =1.3% o BY DATE oo BY _ DATE ENGINEERS - SM BY DATE STA a TA Io N o � -• ATER & STO °M CROSSING T, A � IM RI RIM o to o N /E 0 ) IN TA 0 +97.04, 3.44' RT j: w c: ± END OF PRIVATE ROAD IE OU v l > > W AINTAIN 1' MW. CLEARANCE w STA 2 +67.75 v L w w j w -2 9 � O _ EX. 12" STORM - - UNDER DITCH Qc [l SSMH 7 \ 00 STA 1 +07.57, 18.12' .RT. + 0 RIM = 198.0 \ �Q IE OUT = 188.75(N) ` ' "" ✓ 3 IF IN = 188.85 (E) - BY O)HERS "nc WAR & STA 1+22.42, 1 77' LT l'liC S�7 2339 MAINTAIN 3' MIA. CLEARANCE WATER & STORM CROSSING .29 STA 1+31.04, 1.70' RT MAINTAI 1' MIN. CLEARANCE LINCOLN CO UR i N.E. (I- I I VA TO rn ^rn cow p NC) Go ^ rn ^ 5.79 0 +00 0 o INTERSECTION W /LINCOLN AVE. N 0 0 CENTERLINE © STA 2 +45.20 of J pa o a 00 O O F O� N L) I c, . C9 m J zz d 15( SSMH #5 STA 2 +45.81, 2.71' RT. (LINCOLN AVE) STA 0+01.71, (EASEMENT ROAD) RIM = 160.19 IE IN = 148.09 (E) IE OUT = 147.99 (N) z 0 'w DATUM ELEV 130.00 0 1 +00 -2 0 2z 2.00% -0.50% 1.001 BASED ON INFORMAPOM ' FROM THE CON i FtN/ +" OTHERS 1 2 LF 8" PVC 0 S =1.3% BY DATE BY _ DATE ENGINEERS - SM BY DATE 4ST IDE CONSUL �AIV 'N�. TA RAINIER BLVD. N iOUAH, WASHINGTON 98027 1251392 -5391 FAX:392 -4878 516 EAST FIRST CLE ELUK WASHINGTON 98922 PH:(509)674 -7433 FAX:874-7419 T, A IM 11. IN /E 0 ) Lo 9 - 37.63, 5.50' LT. (PLAT RD) 161.40 = 149.81 (S) 149.71 (W) ;1 8 Z J 175 ►6 i i 150 2 +00 3 +00 3 +47.57 175 SEWER & STORM CROSSING STA 1 +24.8, 4.3' RT STORM IE =153.3 SEWER IE =151.1 150 4337.63, 5.50' LT. (PLAT RD) +16 O(EASEMENT RD) SCALES: HOR 1 " =20' T= 149. 149. 71 1 ( VER 1"z 10 T (W) 0 +00 1 +00 1 +30.63 UTILITY EASEMENT PROFILE BENCHMARK CITY OF RENTON CONTROL POINT #1835 DATUM: CITY OF RENTON (NAVD 88) ELEVATION: 326.65 (FEET) 3/8 IN. BRONZE PLUG & PUNCH ON CONC MON, IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION OF SE 88TH STREET & 116TH AVENUE SE. F�R 14111w "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: DECEMBER OF 2000' AS -BUILT NOTES 1. THE AS -BUILT LOCATION OF THE STORM, SEWER AND WATER SYSTEM IS BASED ON FIELD LOCATING MANHOLES, CATCH BASINS, DETENTION VAULT, PIPE INVERTS, VALVES AND WATER METERS. 2. THESE DRAWINGS ARE BASED ON THE CITY OF RENTON'S G.P.S. CONTROL NETWORK. 3. ALL FIELD WORK WAS PERFORMED IN DECEMBER, 2000 USING A TOPCON GTS -3 TEN SECOND TOTAL STATION WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332 -130. i cCTFD PLAN T1 -11-: DRAWING HA.Q BEFN PPrn... -.--, p9�FtY1 o n L BASED ON INFORMAPOM ' FROM THE CON i FtN/ +" OTHERS CHECKED FOR COMPLIANCE TO CITY STANDARDS BY DATE BY _ DATE ENGINEERS - SURVEYORS BY DATE 4ST IDE CONSUL �AIV 'N�. SHEET 14 of 21 RAINIER BLVD. N iOUAH, WASHINGTON 98027 1251392 -5391 FAX:392 -4878 516 EAST FIRST CLE ELUK WASHINGTON 98922 PH:(509)674 -7433 FAX:874-7419 c,