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HomeMy WebLinkAboutS-408903M M SCALE: 1 "=20' CD O 1 1 20 10 O 20 40 r- - r-, N N I 1 WATER FITTINGS Q 5+31.51, 6.50'RT 1-8" 90' BEND (MJ) 1-THRUST BLOCK Q 4+22.50, 6.50'RT & 11 +63.8 6.5' RT 1-8"x8"TEE (FL) 3-8"GV (FLxMJ) 1-THRUST BLOCK 4Q3+68.97, 6.50'RT 1-8" GV (MJ) 1-THRUST BLOCK Q5 10+10.73, 6.50'RT 1-8" END CAP (MJ) 1-2" BO ASSEMBLY 1-THRUST BLOCK © 3+ 18.0, 6.50 RT 1-8"x8" VERT. CROSS FOR REMOVAL OF POLYPIG CUT -IN TEE TO EX. WA. (CITY FORCES TO INSTALL CUT -IN) 1-8"x8" TEE (FL) 2-8" GV (FLxMJ) 1-8" SPOOL 1-8" SLEEVE (MJ) 1-THRUST BLOCK N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. 170 165 0000 M / + + co O 160 N N to � O O 155 000 �M 0000 ++ EX C/L G 0 o QI¢ 150 + r o o '-' �o ado 00 O -r 11+31. + 151. t3 o EFLECTI N T 145 J 8"DI-121 LF 8 DI-26 LF / �0 J 0 10.04% 05.31 140 PVC-CsI00 0S=1. SSM 5 10+1 .73 SHA LOW SSMH SSMH 4 135 13 .31 PER TD PLAN 400.2 RIM 155.0 4.01 8"IE (OUT) 138.63 RIM 4582 RIM . 8"IE( UT) 140.0 8"IE (IN) 138.83 8"IE (IN) 138.83 130 00 N cD N N 0)0 N 0)M N m N 00 0') 0 0')CO N O 0' 0 � N I- O O N t .4 � �� (D 00 r� LO O r� LO N 0 LO CD LO rLn 10+00 10+20 10+40 10+60 10+80 1 1 +00 1 1 +20 1 1 +40 JOINT USE DWY - WEST TO EAST - PROFILE SCALE: HOR- 1 "=20' VERT- 1"= 5' TINGE WAS J PREFERRED n j f 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS GIs SIONAL� 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION 70 65 60 WA BOT 152.6 TOP SS 141.5 55 ® 0 11 +63.8 50 11+57.05 152.79 45 -FROM SSMH#6 PTO SSMH#3 40 35 30 0000 loco LO 00 r to + tZ M O Q ~ O 0 180 v�- Nc6o ir Qom 175 170 00 cV + 14" DIA. STE L C ING FROM ST 3+29. 0 v~i TO ST 3+47.50 N 0) 165 M 3+18.00 167.84 N 8"bl-51 LF� 0-15.14% 0 J SOT -WA 158.21 TOP SS SERV 155.6 8"DI-54 /0-15.23% 160 3+68.97® 160.13 LOT 3 155 6" SS SVC I SSMH 6 150 3+82.44 RIM 163.0 6"IE (IN) 15 .2 8"IE (OUT) 55.0 145-- + 4+22.5C3 151.98 140 135 130 FROM SSMH#5 SSM 44 4+35.50 RIM 155.0 8"IE (IN) 1 3"DI-69 LF 0-15.22% 0S=1 0 co P 11 VERT Br86 r 4+91 141 42 8"DI-20 I LF_/ 5+11.80J 0 -4. 3% 140.48 DEFLEC ON PT 8"DI 20 LF 0 -0.73% O N co ( O co O co co Ln 0O Ln ro Ln N 't Ln� rN O 00 00 CD r- 6 �� O O 00 r 4 00 O Ln 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 JOINT USE DWY - SOUTH TO NORTH - PROFILE SCALE: HOR- 1 "=20' VERT- 1 "= 5' SCALE 1 "=20' "°"L" °°93 °°, CITY OF DATUM RENTON AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE 14CH SCALE ACCORDNMY = 175 170 165 160 155 150 145 140 -TO SSMH#2 SSMH#3 W/ SHALLOW SSMH PER COR STD 135 PLAN 400.2 5+41.51 RIM 143.8 8"IE (IN) 137.57 5+31.%11E (OUT) 137.37 140.33 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. Q CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE a CONSTRUCTION BEGINS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O TEWATER UTILITY EAnn Fowler 07/28/2020 :01 DEVELOPMENT ENGINEERING jchavez 07/30/2020 1 f� C� WATER UTILITY M.Mitchell 07/28/2020 a O Gip DD EWELOPME T SHORT PLEAT �� 7/2020 � � FELmm* BOOK 1625 25 ME 3 o phi REHTDM9 WA AGE OND � ft C - 9 SEWER o WATER FRORLES � JUNT USE onffEWAVS a 9 22 W-408902