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HomeMy WebLinkAboutR-431504L0 TM co i O i n SSMH W RIM = 210.20 IE = 199.02 S,E IE = 198.92 N 24.9LF 8" PVC @ 2.53% — 0 O �=192.62' �=22 04 22 SSMH RIM = 209.50 IE = 199.75 S J IE = 199.65 N n FOUND CASED MONUMENT 2" PIPE WITH NAIL SET IN CONCRETE ODOWN 0.3 POWER VAULT p rr= ` V 0 vJ O APPROXIMATE LOCATION OF EXISTING 6" SIDE SEWER. W (REC DWG S-039903) INSTALLED 1985 0 -17 I O Q W N)F � hN 7222000141 2109 SMITHERS AVE S Q0 7222000142 2115 SMITHERS AVE S N lO 7222000145 2201 SMITHERS AVE S V) M PROTECT IN PLACE EX CATHODIC TEST STATION 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-)� r CATHODIC TEST STATION rr� �J r rJJ I Rr Sr -RV OIR P,'\ � < w w w w FOUND CASED MONUMENT 2" PIPE WITH NAIL SSMH SET IN CONCRETE S 21 ST ST RIM = 211.08 DOWN 1.0' (NEIGHBORHOOD COLLECTOR ARTERIAL) IIE 1199.98 W S s s N 87°54' 1 6's W 343.81 ' S — 9 f-�, w w W. REMOVE EX 12"0 STORM PIPE S S S — 26.81-F 12" CMP ® 6.75% - P CW 14" DBH CW TAG # 1 1 CW C 9" DBH ---� __ 19 DBH--- --- ____ IE = 205.27 2 -- TAG 12 C P -------- TAG # 18 ... �� ... .. . -- -- e------------- —�... 8 F 233.22' N 87°54' 16" W — CW CW 18" DBH 18" DBH TAG # 10 TAG #20 CW CW 10" DBH CW 18" DBH CW TAG #27 14" DBH CW TAG #20 12" DBH CW TAG #11 8" DBH TAG #23 11" DBH CW TAG # 19 TAG #28 23" DBH CW CW TAG # 15 \ 9" DBH / 8" DBH '& CW TAG # 17 TAG #30 10 DBH TAG # 14 CW 23" DBH L CW TAG #16 V)_--IE = 209.68 18" DBH i-� — - �L=41.02, R=460.00 D �� 4'� 0=5°06'35" CW 8" DBH TAG #2 CW 19" DBH - j TAG # 6 00 CW 9" DBH CW TAG #7 18" DBH TAG # 1 �I o g Cn r.� 4 CB — TYPE I RIM = 211.11 IE = 209.66 N SSMH RIM = 210.91 IE = 201.52 S, E IE = 201.62 N 7222000106 2114 SMITHERS AVE S 0ICHAFz pF WASy�Nc �O CONSULTING ENGINEERS L L C 32nd Avenue South 1 ® 101 1 rn N Suite 200 Suite Call 2 WorkingDays Before You Di fY y g Federal Way, WA 98001 www.esmcivil.com FEDERAL WAY (253) 838-6113 wNNw000 (azs) 297-9900 (v �O � 811 Civil Engineering Land Surveying Public Works 1 Project Management Land Planning I Landscape Architecture 50085 ��C/STER�O G\� s Utilities Underground Location Center S/CNAL (ID,MT,ND,OR,WA) ESM JOB #41 1-004-023 CW 11" DBH TAG #31 �� S _J "O Ir S 88°31' 8" E 28 71' 4' WIRE FENCE 7D LEANING AND RRnKFN - L E G E N D 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 ❑ C WATER FIRE HYDRANT WATER METER J WATER VALVE N I/ TELEPHONE MANHOLE CD > TELEPHONE VAULT 0 / COTTONWOOD TREE CW EXISTING TREE TO BE REMOVED 7222000105 WOOD FENCE E 2120 SMITHERS AVE S / CHAINLINK FENCE l� / 0 0— 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 �J AVE S C) RECORD DRAWINGS W CB - TYPE II RIM = 209.76 IE = 203.51 E IE = 203.46 SW S S- W - FND 1/z" REBAR W/CAP -P� "DMP INC PLS 22952" I 4' WOOD FENCE I 6' WOOD FENCE C' I EX CONCRETE _ RETAINING WALL (TYP) z S 1 °30'33" W 75.40' m I 9888200010 z j 6 2101 BURNETT PL S m 7 6' WOOD FENCE 9888200020 2107 BURNETT PL S S w w FOUND CASED MONUMENT W WITH BRASS CAP SET IN 4" X 4" CONCRETE DOWN 0.3, SSMH RIM = 209.29 IE = 201.64 E IE = 201.54 W S - SCALE: 111 = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' P L r\ r OF' Z TT RS 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 O PROTECT IN PLACE EX CATCH BASIN O PROTECT IN PLACE EX FENCE 07 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. a � w z m II �— —� 212, �� J BENCHMARK W (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 I■1 R-431504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: so 20" f HORIZONTAL: AL: NAD D1983/1991 S O P H I E J O SHORT R T PLAT DESIGNED: 1988 —20 13) CITY OF oz �s zs EXISTING CONDITIONS FIELDBOOK: RENTON PAGE: DRAWN: CJR & DEMOLITION PLAN DRAWING NO: ONE INCH DATUM r" CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH EX_ O N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: 4 OF:23