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HomeMy WebLinkAboutD-3731055 I - -- - �z� SITE PREPARATION CONSTRUCTION NOTES r- 832 39 LF C? 820 806 802 ❑1 REMOVE EXISTING TREE 4 2 N PROTECT EXISTING TREE CL 13 o0 NI TWIN 9",� CHAI�{ LINK �3 SAWCUT ANGLE POINT AND/OR APPROXIMATE REMOVAL LIMITS. 12" ALDER 1 15102 LF 4 WOOD FENCER 4 FENCE 1 EX ROW REMOVE EXISTING CURB, GUTTER, SIDEWALK TO THE NEAREST >� - _ _ _ 25 LF 601F EXPANSION JOINT, AS DIRECTED BY THE ENGINEER 16 X3 I, 5 12 I 13 / REMOVE EXISTING FENCE ROCKERY X3 I - /// /// LIGHT 0O �5 REMOVE OR ABANDON EXISTING UTILITY IS GONE J ® 3 LF 15 LLL����7ttt m © REMOVE EXISTING CURB AND GUTTER - - - W- - I w �7 REMOVE EXISTING DRAINAGE PIPE ---w----w-- (n ® REMOVE EXISTING DRAINAGE STRUCTURE 0 141+00 6 + �9 PRESERVE EXISTING J-BOX -----G-----G 4 P ' 10 REMOVE EXISTING WATER METER Q 11 REMOVE EXISTING ROCKERY WALL Ld w 12 REMOVE EXISTING SIGN CH2O4 HELD FOR CIL ® 6 Z 13 PROTECT EXISTING SIGN OF NE 8T a aI 8" DIA = J SDCB 12 o a� O 7 1 LF RpW / / = 1 4 PROTECT EXISTING FIRE HYDRANT / 2 GRATE EL=312.00 - ® �$ Q 15 ABANDON EXISTING WATER LINE IE= 308.28' (12" CPEP N) IE= 308.48' (12" CPEP S) 8" DIA �I O / / / / / / / / / / / / / BTM EL= 306.67' SSMH 2 POST ONLY 1 2 1 4 E VAULT/ / / RIM EL=312.43 NO SIGN - 0 �" O®SDCB / / / 16 REMOVE EXISTING GATE VALVE IE= 302.60: (8" CONC E) 1 3 (D GRATE EL= 309.23 \ IE= 302.48' (8" CONC S) SEE NOTE 3 IE= 30519AT (12" CPEP N) \ \ \ \ \ IE= 305.83' (12" CPEP S) BTM EL= 304.43' \ TESC CONSTRUCTION NOTES EX ROW I I 1 RIM EL=301N) I I M1I D INSTALL INLET PROTECTION AT EXISTING CATCH BASINS IE=2 s477Z(j2"'CONCE) I I II I I AND NEW CATCH BASINS, PER CITY OF RENTON STANDARD - - - - - J IE= 297.6r (6" CLAY E) N I PLAN 216.80 14 2805 710A/710B IE= 297.67'(6"CLAYS ) IE=2 3.22'(15" CO NO W) I 2U0.., 3 N WTR EL-293.37' SDCBO I BTM EL=292.17' I I I I I II NOTES GRATE EL=308 I I I -- -- -r 1 8 - 2�4 I SDCB -- IE= 307.21' (6" PVC S I GRATE EL= 302.83 BTM EL=30 r -II 1. PROTECT BIORETENTION SWALE FROM CONSTRUCTION (5�.5\ I I 00 SDCB[ 8 GRATE EL= 302 15 9 = I IE= TE.43' (24" CPEP NW) �/®SDCB I SDMH(4'SQ) 12 I IE=296.53'(24"CPEPE) STORM WATER RUNOFF GRATE EL= 306.89 7 LLI RIM EL= 3017.18' RIM EL= 306.35 IE= 296.83' (12" CPEP W) rn I FULL OF DIRT 2 BTM EL= 295.35' N WTR EL= 296.53' W IE= 304.89' (8" PVC NW) rJ LP Z IE= 303.68' (12" CMP N) I w I EL' > 13 IE= 304.39' (12" CMP E) IE= 303.35' (8" CONC S) PROTECT EXIS IN 2. SEE PAVING PLAN FOR EXISTING SIDEWALK AND PAVEMENT O IE= 304.29'(12"CMP S) 2 BTM EL=302.65' BLOOKWALL 2 I I 4 Z REMOVAL LIMIT m BTM EL= 303.89' 25 LF 1 1 B9„ JUNIPER I - O 3402.79 Q 120 LF 1 1 2 EX ROW - w`1 ) EX ROW W 1 6"JUNIPER 5 12 a� E) O 3. PROTECT EXISTING GATE AND GATE POSTS - N-j_ - /// ///C/D / /// w ------------------------------- 90 LF 15 43 LF 7 7 10 L 80 I F 15 I� I I Ij LEGEND �+ I I)0000000000000= TO BE REMOVED � c r EDAR • • • • • • TO BE ABANDONED vv----W----T-W---- I- SAWCUT AND REMOVE EXISTING N_ I ASPHALT CONCRETE PAVEMENT w 77T-o'at®0 STW PSE" GRIND AND OVRLAY EXISTING ASPHALT CONCRETE PAVEMENT G / FN6MIC /// // /// I I J ISM I � SAWCUT AND REMOVE EXISTING Q J I CEMENT CONCRETE SIDEWALK 6 E STH ST "DEALT 4" POST ONLY = - _ - I 0 o STW PSE" NO SIGN SDCB 8" DIA ff N 1 E SD B 6 GRATEE'(12" 76 7 I O® 12 I I RIME0.56'( 2" -/// /// HIGH VISIBILITY FENCE � 7 12 GRATE EL= 306 86 1 2 � � 1 6 1 2 �/ IE= 301.1 T (12" CPEP SDCB I I IE= 290.56' (12" PVC NE) 'O 1 6 L IE= 305.66' (6" PVC E) - ° 7 1 �5 LF IE= 301.1 T (12" CPEP 152 F I GRATE EL= 302.46 IE= 290.46' (8" CONC E) El IE= 305.49' (8" PVC E) I BTM EL= 299.56' GROUND IE= 295.46' (12" CPEP N) I I I I I I IE= 290.46' (8" CONC S) INLET PROTECTION n / BTM EL= 304. 6' SSMH I ® II IE= 295.86' (12" CPEP E) IE= 290.16' (12" PVC W) EX R U J, i RIM EL= 306.17 13 EX ROW f IE= 294.84' (18" CPEP S) I II I I I IE= 290.46' (8" CONC N) IE= 2 5.71' (8" CONC N) ° I _ _ _ BTM EL= 293.66' a IE= 2 5.89' (8" CONC E) I I I I I I I Ul BTM CHANNEL= 290.36' IE= 2 5.5T_(8" CONC S _- - 2 2 p N - - 20 10 0 20 40 C7 - - sD F,] IE=295.7T(BTMO HANNELU295BD4) SCALE IN FEET GRATE EL= 307.39 IE= 304.03' (12" CPEP N) I _ I III I SDMH s IE= 303.89' (12" CPEP S) I I RIM EL= 302.68 ` BTM EL=302.49" SEE NOTE 3 I I III I IE-294.46'(24"CPEP W) E= 294.6: (18" CPEP N) i I I I III I I IE= 2944 .6(24" CPEP E) I� BTM EL= 292.98, E q m RECOMMENDED . BROOKSEAS NOTED °"1ONi wsm^'�' i9 c05/05/2017 FOR APPROVAL �. STICK CITY OF HARRINGTON AVENUE NE PHASE II -°°" s • BY �3 `"""' J. wlLsoN RENTON SUNSET COMMUNITY -GREEN CONNECTION xcc DATUM sM ev o � "`°R. cHUNc �� Planning/Building/Public Works Dept. SITE PREPARATION AND TESC PLAN a NO, REVISION BY DATE APPR .1D6 ear. sc.�e ..cc°xoixar . ATCHISON 5 °r.94 D-373105