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HomeMy WebLinkAboutR-421902CAC [LL W z N W W Z Ln EX CULVERT:_�� IE=121.21' (WEST, 12" HDPP) SD I o� I 1E —o\ / \e / a�- / d_ a\c d ®® /SIGN POST (TYP.) �<q,�Tl� / (RF 4� a ■ EX SDMH: T-2. 48 W/LID Q IIIII RIM EL=108.14' - �Flo / EXISTING ASPAHLT TO BE F/v�. � SO ° � �� / EX SDMH: T-2, 48 W/LID / REMOVED AS SHOWN /l /AL `A d / ° o� RIM EL=102.82' v 1E,104 55 Rly eC1 W GRj SD \P• ° 4 ■ ■ P1 ■ / / ��� / / /1D4.54 AesT 12 Cpp \P\P� / ®® \ ON /Tp �� / / '4sp I 12�CPp) I ° P�j EX SDMH: T-2, 48 W/LID \ - - P N ) ° RIM EL=101.44 A`i RogDIVAY I as IE_95.86'(NORTH, 12"CPP) I SD 6 4� a IE=95.44'(EAST, 12"D.I.) . 0/y ��� 0 3 EXTENT OF PROJECT & LIMITS ek SS gpMAl( ° ° a IE=95.80'(SOUTHEAST, 12"CPP) oy \ \ / �•� "� �� / OF CLEARING RAM 's- ®kS / ° IE=95.78'(WEST, 12"CPP) . / \ / / 1F�10 1p� [� CONC. IE=96.74'(WEST, 6"PVC) \ / • / p 24, 7 ON - i • F1 p 14 (Np Sp SIDEWALK ° • // �� ���� I 0 /F-99 832 (WES TN 8Cp oN �Ok/Mq j ���1�� �� // lEgSj 881, �c )� a OC 770/V / N SO INLET PROTECTION (TYP) I e k PER COR STD. PLAN 216.30 I F .l sM \ S N TREES TO BE REMO D ARE _ l MARKED WITH AN "X (TYP) \ \ - - - - ��� 94' 64 �E FST, 8„ PROPOSED SFR / Q BUILDING LINE8'CpNC) 11 2-28" TWIN DEC / i - - - - - - - SITE BENCHMARK TBM 1: SET NAIL / • W/ WASHER 12 / / ON \ \ • • • • • • • ����� ELEV=103.40' 3\ A4'-DEC CLUSTER. CONSTRUCTION \ - l ENTRANCE PER COR 3-14" DEC I C dSTER X STD. PLAN 215.104,1 / / l \ ��• / / P 2 \ i •\ •�. / / / SILT FENCING PER I I TEMP. STOCKPILE JEA. \ - �� COR STD. PLAN 214.00 CORER WITHIN 24 HOURS DEC CLUSTER ONGOING EROSION CONTROL MEASURES: UPON INSTALLATION OF PROPOSED DRAINAGE SYSTEM, ALL GRATED CATCH BASINS AND INLETS SHALL BE INSTALLED WITH TEMPORARY CATCH BASIN FILTERS PER COR STD PLAN 216.30 AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. EROSION CONTROL MEASURES SHALL BE MONITORED AND ADJUSTED AS WORK PROGRESSES AND AS CITY INSPECTOR DEEMS NECESSARY. SITE BENCHMARK TBM 2: SET JAIL W/ WASHER ELEV=118 97' GRAPHIC SCALE 10 0 5 10 SCALE: 1" = 10' 1E,95.go, R/M �1 W c z 10 B'0 , (�qS�E 2,g� 0' N ORTH 4:, � � D.l.) ° ® Vic) SD SD I C G F9, e0` j _ I �\ ZE 9 fk S W l &eRTs6 93 . 0 , •� / \ / / / \ 24" MAP I ON /E, 3.64' 1 0 8" CnA,�9� \ \ I '� \ /E 92 <NpR7'N I'y E�,W Rj / INLET PROTECTION (TYP) ••�\ L --92• p 8 (SOUT ST 1 9s 3p, PER COR STD. PLAN 216.30 ��. \ \ EXISTING ASPAHLT AND WEDGE _ I ( \ \ \ \ / / � \ 0 (spUj NEASj 2"c p p \ \ CURB TO BE DEMOLISHED AND I \ \ / / I \ \ lE--9240' HWES - 18„'CM p) ••..•\ \ \ REMOI/ED AS SHOWN \ _ \ � \\ �.. / 12" MAP � \� (WeS�2'p�p•J— •••� 24" MAP - - _ / \ �C.) __ \ IN, ••••••• \ \ \ \ •. o 0 0 \ 00 �\ SD _ — _ _ \ o • • _ • low#\ �� �� - - A V -5-12" DEC CLUSTER ■_ , �- 68 14" MAP----- - \ \ Oy / NOTE. • IF SEDIMENT IS TRACKED OFF -SITE PUBLIC • ■� \ / \ �� ROADS SHALL BE CLEANED THOROUGHLY AT THE END - OF EACH DAY OR MORE FREQUENTLY DURING WET meet �.. FpGCIN \ •�. \ \ \ 2-10"&14" DEC CLUSTER oy \ / WEATHER. SEE CPR SWD, SECTION D.3.2.B.2 E _ ASP - 0 3 ■ •i • _ _ PHA GE \•t�1NCTION BOX STREET LIGHT EX SSMH• ■ • • • �. \ / (LUM.) \ �.� RIM EL=111.25' • * ■ ■ \ \ 0,y O IE=105.53'(WEST, 8"CONC.) '��■�__-- -- _ ■�■����. IE=105.41 (EAST, 8 CONC.) CONCRETE ■■■■■■•lwallw.�� - r - we"•■■, \\� O (Irv ROADWAY IIs0-ff =__■----SE(Pnific ■ IN 0 \ � LE ARTS �D EXTENT OF PROJECT & LIMITS ■ • .' RIAL� OF CLEARING SO EX CB: T-1, W/GRT RIM EL=103.16' IE=100.61' (NORTH, 12" CONC.) EX SSMH: RIM EL=102.12' IE=96.35' (NORTH, 8" CONC.) IE=96.26' (EAST, 8" CONC.) CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC - RED, SEWER - GREEN, GAS/OIL - YELLOW SAFETY PRECAUTION SHALL BE IMPLEMENTED SURVEY - PINK, TEL/CATV - ORANGE, WATER - BLUE BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS PROPOSED - WHITE MA/� e0 � XS 0 R-421902 N CCMPL-IANCT WITH CITY DEVELOPMENT ENGINEERING Wanders 03/29/2023 LL� SURVEYED: SCALE: VERTICAL- NAVD 1988 PACIFIC LAND ENGINEERING, INC. AND / PAC I F I C LAN D RE THE ENDORSING ENGINEER ARE NOT �� FSµgHq�HUMWAYSUNSETSFR RESPONSIBLE FOR ANY UNAUTHORIZED ��e� o � n0� DESIGNED: �I II — �OI HORIZONTAL NAD 1983�1991 • 1 CITY OF REPRODUCTION, MODIFICATION AND / ENGINEERING PRI 8XX SW 4th Place OR CHANGES TO INFORMATION L=� CONTAINED IN THIS DRAWING / PLAN x 3r>o3a DRAW" R E N TO N RENTON WA 98057 SHEET. THE DESIGN CONCEPT(S) SHOWN � .pF e� � HEREON ARE THE PROPERTY OF PACIFIC ds 01SIX � ONE INCH � LAND ENGINEERING, INC. THEY MAY NOT S'ONAL E� Civil Engineering .Development Services .Land Use Consulting DATU M 820001742 BE USED OR COPIED IN WHOLE OR IN Permit Expediting Services. Inspection Services. Expert Witness CHECKED: AT FULL SCALE PART WITHOUT THE WRITTEN CONSENT IF NOT ONE INCH Dace Lo / 10 / zozz Bellevue, WA - www. pacificlandwa. com APPROVED: P lESC PLAN OF PACIFIC LAND ENGINEERING, INC. STAMP IS NOT VALID info@pacificiandwa.com. 425 615-6160 NO. REVISION BY DATE APPR SCALE ACCORDINGLY Planning/Building/Public Works De t. AND THE ENDORSING ENGINEER. UNLESS SIGNED AND DATED @p ( ) W C� DATE: 10 / 22 / 2022 ` T FIELDBOOK: PAGE: DRAWING NO: SHEET: 2 OF: 8