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HomeMy WebLinkAboutR-431504PROTECT IN PLACE EX CATHODIC TEST STATION TMM co I O I 11CM 7 SSM %08 W RIM = 210.2 IE = 199.02 S,EIE = 198.92 N24.9LF 8" PVC Cs� 2.53% o0 o o L=192.62' �=22 04 22 SSMH RIM = 209.50 IE = 199.75 S J IE = 199.65 N S n FOUND CASED MONUMENT 2" PIPE WITH NAIL SET IN CONCRETE DOWN 0.3' POWER VAULT P O rr= ` V vJ O APPROXIMATE LOCATION OF EXISTING 6" SIDE SEWER. W (REC DWG S-039903) INSTALLED 1985-17 n 7222000141 2109 SMITHERS AVE S 7222000142 2115 SMITHERS AVE S N O L 7222000145 2201 SMITHERS AVE S H 100 co SS w w L=264.71 , R=500.00 0=30°20'03" 0 0 0 0 s A=8°15'41 S L=72.09' A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM PROTECT IN PLACE EX F-.) CATHODIC TEST STATION rA�-EjJ r r11 I R E� -RV J IR P,/\Rr< w w w w FOUND CASED MONUMENT 107 w 2" PIPE WITH NAIL +210.959 SET IN CONCRETE SVFPK3NMH S 21 ST ST RIM = 211.08 IDOWN 1.0' (NEIGHBORHOOD COLLECTOR ARTERIAL) IIE _ 199.98 W of S SVFMIC s s N 87°54'16's W 343.81' 1004 S s 9 SSMH w w REMOVE EX 12"0 STORM PIPE s s S- 26.81-F 12" CMP © 6.75% 14 DBH CW c c � CW TAG # 1 1 "------�-----------------� ------ c ---P --- 19" DBH--- -___ 9" DBH IE = 205.27 `L TAG 12 c P---------- TAG # -- . - -.... ------------- ----� . C F 233.22' N 87°54' 1 6" W - --JIL - a L=41.02, R=460.00 CW `L �1011 0=5°06'35" 18" DBH 1 AW � O1a7113]995 CW TAG #10 17 21 11.�4�BH 1029 IV11 18 TAG #20 211.182 CW 6 8" DBH 1 1 5 CW 12 10 DBH 009 TAG #2 14 2 5 ' CW CW 0 7 1 CW TAG #27 15.228 19 DBH 14„ DBH 1 12" DBH CW _ 013 TAG #6 TAG #11 1 TAG #23 11" DBH BH a `n 008 217.446 CW 00 Ln 15.160 012 6,18 1015 23" DBH CT 15, 18, 28 539 W 15.131 TAG # 15 CW 9" DBH 10" DBH CW 1014FAG #7 TAG # 14 _ 18" DBH 214.986 CW TAG #1 23" DBH L CW TAG # 1 6 V) IE = 209.68 DBH TAG # 6 WIN o v) 1n M 1 CB -TYPE I g 0.8E M = 211.11 DCB = 209.66 N 1n 2213.730 SS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) I i -SSMH RIM = 210.91 IE = 201.52 S, E IE = 201.62 N 7222000106 2114 SMITHERS AVE S 23 72 TAG # 19 TAG #28 W CW 8" DBH �9 - � TAG #30 6 - CW a 11" DBH TAG #31 i -r S 88°31 '38" E 289.71 ' 4' WIRE FENCE LEANING AND RRnl<FN - LEGEND POWER POLE POWER POLE WITH DROP POWER POLE WITH DROP AND TRANSFORMER POWER POLE WITH TRANSFORMER FOUND CASED MONUMENT STORM CATCH BASIN STORM DRAIN MANHOLE Op SANITARY SEWER CLEANOUT OCOS SANITARY SEWER MANHOLE OS TELEPHONE RISER BOX ❑ WATER FIRE HYDRANT WATER METER ER WATER VALVE D/ TELEPHONE MANHOLE TELEPHONE VAULT 0 COTTONWOOD TREE CW EXISTING TREE TO BE REMOVED 7222000105 WOOD FENCE -' 2120 SMITHERS AVE S CHAINLINK FENCE EDGE ASPHALT EDGE CONCRETE - - EDGE GRAVEL ----------- OVERHEAD POWER P - - P - UNDERGROUND POWER P SANITARY SEWER LINE S STORM DRAINAGE LINE D UNDERGROUND TELEPHONE LINE T WATER LINE w PAVEMENT CENTERLINE 7222000103 2126 SMITHERS IJ AVE S w CB - TYPE II RIM = 209.76 IE = 203.51 E IE = 203.46 SW S w 5 �O/ 6 SDCB - 32 - FIND t/" REBAR W/CAP "DMP INC PLS 22952" 1050 g ' FNBD.99 4' WOOD FENCE 6' WOOD FENCE �i Cn II i EX CONCRETE = RETAINING WALL (TYP) z l S 1 °30'33" W 75.40' z ®..�8 B. 9888200010 m z 6 2101 BURNETT PL S m r 7 15 SVFRC WOOD FENCE 9888200020 2107 BURNETT PL S 106 w w w +207.796 FOUND CASED MONUMENT WITH BRASS CAP SET IN 4" X 4" CONCRETE DOWN 0.3' SSMH RIM = 209.29 IE = 201.64 E E = 201.54 W 10 - S S t�lC PL r\ r OF /r r rE R-E) FAG KEY NOTES U PROTECT IN PLACE EX GAS LINE O REMOVE EX 12" 0 STORM PIPE ABANDON APPROXIMATELY 108 LF OF O EX WATER MAIN. INSTALL PIPE CAPS (MJ) AT PIPE ENDS (BY CITY FORCES) O REMOVE 3 LF OF 12" 0 CULVERT O5 PROTECT IN PLACE EX CATCH BASIN O6 PROTECT IN PLACE EX FENCE O7 PROTECT IN PLACE EX WALL PROTECT IN PLACE EX UNDERGROUND OPOWER AND COMMUNICATION LINES (TYP). COORDINATE RELOCATION WITH UTILITY PURVEYOR IF NECESSARY. EXISTING KING COUNTY METRO (KCM) SIGN TO BE REMOVED. CONTRACTOR TO CONTACT KCM SYSTEM IMPACTS OFFICE O [206-472-1140, coord.construction©ki(acounty.gov] INITIALLY. KCM WILL COORDINATE THE STOP'S CLOSURE AND SITE A TEMPORARY STOP DURING CONSTRUCTION. 1n w z m s 1 S M H� SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' 103 -----0209.723 SVFMIC BENCHMARK (WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No. 5281) 2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE. ELEVATION = 230.738 DATUM: NAVD 88 R-431504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r- HHuynh 04/17/2025 ' ®CONSULTING ENGINEERS L L C 33400 8th Avenue South I ®I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERE7 (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture �P�F W H/N�,T Q `' 0 .� 5008 0 �C/ ER�4 SS NAL EN 2/14/2025 SURVEYED: SCALE: �- ' =20 HORIZONTAL: NAD ID 198 1991 DATUM % ,. CITY OF RENTON Planning/Building/Public Works Dept. SO P H I E J O SHORT PLAT EXISTING CONDITION S &DEMOLITION PLAN UTILITY PERMIT # DATE: 1 / / 24 DESIGNED: BML FIELDBOOK: PAGE: DRAWN: CJR ONE INCH DRAWING N0: 1 EX-01 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ESM JOB #41 1-004-023 NO. REVISION BY DATE APPR APPROVED: SHEET: 4 OF:23