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HomeMy WebLinkAboutS-399903o� PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON STA 26+10 (156th AVE SE) 10.5.' LT PUBLIC PER STD. PLAN 400.1 SSMH #4-48" RIM EL = -53�1' 535.50' INV EL = �:& ;�522.38'-8" OUT S 3� INV EL = 622.98' 522.48'-8" IN N TL#142305-9071 / TL#142305-9072 ¢ TL_#142305-9095 I— n+GO - - -- / -,, - - - - - - - - - - - - - --CENTERIECW— 26 OC RENTON CYCLONE FENCE CYCLONE FENCE �2 KING COUNTY - W TL# 366450-0185 SSCO #3 STA 25+91, SSCO #2 INV EL = 522.1$'- 522.06'-8" —I STA 24+25, 36LF 6"PVC INV EL=-52$1-7519.78'-8" S = 2.00% MIN. 36LF 6"PVC INV EL = 5'�.82' 522.78'-6" S = 1.00% MIN. INV EL = -5�4'- 520.50'-6" Cn 0 I CD 00 TC�UMA ENGINEERS AND LAND SUR VEY®RS,PLLC 255 SW 41 st STREET - RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 d I GAS LINE - - - - - - — - zlzz �5.&th- AVE-SE--------------27+Oo- ------------------- —w �� w w w w—w— IN RENTON oRl KING COUNTY INV EL = 532.87' 12" CON INV EL = 535.45' 12" CMP INV EL = 53.5.19' 12' CONC TL# 366450-0181 INV EL = 533.59' 12" CONC — GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) LEGEND ❑■ CB (TYPE 1) M TELEPHONE VAULT 28+00 CO) STMH (TYPE 11) 0 TELEPHONE CABINET ~� I US SANITARY SEWER MH n SIGN w WATER VALVE CONIFER TREE N 1/4 CORNER SEC 23-24-05 ® WATER METER/SERVICE 0 DECIDUOUS TREE CITY OF RENTON MON #2103 -6- FIRE HYDRANT ® MONITORING WELL COPPER PLUG IN CONC -o- UTILITY POLE INCASE � MAIL BOX N=180828.789 GUY WIRE �- PK NAIL E=1319243.764 ®SIGNAL CABINET EL=547.94' ® POWER JUNCTION BOX ED MON IN CASE/ 0 LIGHT POLE a EX REBAR / PIPE ID GAS VALVE AS NOTED © POWER VAULT r SET 1 /2" REBAR AND CAP LS#38992 POWER PEDESTAL 10 PROPOSED SSMH PROPOSED PAVEMENT A PROPOSED SSCO TL# 366450-0165 RESTORATION "AS —BUILT" NOTE: "AS --BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RESTORE NOTE RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE q - 22.0' — KING COUNTY/RENTON ROVV SEWER NOTE THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF 8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR FEET IN KING COUNTY RIGHT OF WAY. THE SEWER SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE SEWER STUBS. PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. RESTORATION IN THE CITY OF RENTON RIGHT OF WAY TO BE PER CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY REQUIREMENTS. 44.0' _ I-� 22.0' ROADWAY I ME I z 30 QI 51 to' O Q a. 0 0 o Iw a x _ 8 a 5 , J 8, 5 M 0.5 u 19.0' `x 0. 5' - qk �L ppE I I I 8.7' 0.02/� - cl IN — 15.0' I' 5.6' O -- 1 4.5'±i--+4.0' 6.0't 1— I EX GAS LINE 8.5' EX WATER LINE I PROPOSED SEWER LINE PRELIMINARY PLANNING LEVEL FUTURE 156th AVE SE CROSS SECTION STA 21 +00 to 26+00 1 399903 F_ APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS �Ig H. TO o� o� WA13 if 947 is 1ONAL 1 1 PER THE CITY OF RENTON REVIEW DAN T 8/24/18 0A1� suawertTOUMA SCALE. vErritGv: Fuw ,eas HORIZONTAL r� ,se3/,ss, � 10/ 17/2016 2 REVISED SEWER ALIGNMENT �i DAN T 2/14/1 DESMED 1 =20 CITY O F R K. 3 REVISED SEWER ALIGNMENT PER KING COUNTY DAN T 1/04/19 TOUMA � RENTON 156th AVE SE SEWER EXTENSION PAGE: 4 CHANGED 486LF TO 511 LF PER BOUNDARY ADJUSTMENT DAN T 3/04/19 °�' ` DAN ORAWING No: �E� SEWER PLAN AND PROFILE 5 REMOVED 5 SS STUBS DAN T 3 19 19 CHECKMMHT Dept. 917003B � AT FULL SCALE Planning/Building/Public Works De t NO. REVISION BY DATE I APPR C wor �E ��� PERMIT NUMBER C 18000328 3 7— �,��� SCALE ,�GCOKDIFlGi_Y t SF�ET: OF: 00 N O C) O 00 w O O 0 00