Loading...
HomeMy WebLinkAboutR-395505z O 75 O U z O 1- z w rr 1 a Z i JT TOP=32.35 TOP=32.71 - N INV=29.97 INV=28.76 (12") INV=29.4 (6"S) INV=29 8 6"E I- - -7 I- I J= � I Xc) I Q I I G G-Td QS 'Co SD SD SD Sr (_1n `-'D `<A 6 SD SD SD SD WHITWORTH AVE S N1 °19'51 "E 552.5b SANITARY SEWER MAIN 0 � CENTERLINE PAVEMENT STRIPING I I E TEL DUCT DRIVE ° ME R - --- ------ ___ ___ __ _ ___ _ _ 0 --------------------- TV DUCT ELEC. CO -Sc _DRIVE Y ` TW BW + 33.33 + + + + + + + + .o + + :+ + + 33.33 3 0 + 33.25 +� + i 33.33 + o 32.70 i 1 + + p + i 33.33 + + 33.15 i + + i i i i 33.30 33.33 ++++ + + 32.70 + + 32.90 HE 33.30 c () 32.68 1 33.20 33.25 33.33 0 STREET IMPROVEMENT ,PLAN PER SHEET C6.0 c')(TYP) 016 G I O I LLJ � O i � ccf)i� 010 n 00 I� I° IE (J-) SS CD G G� `ECG TV ° V DU T TEL DUCT ° - --------------- -- --- T_ ------- CONC R - - SIDEWALK ---- ---- ------------- P - ELE 0 9 \ 33. 0 32.95. �32.90 x 33.10 3333 TELEPHONE V .. LLJ .. EX 33.0t CD co x C O O 33.33 : 32.75 ` .: 32.75 o Ix oI EX q :... O 32. 3 x HOUSE No. 1 �URB ...:::":::"::::'::.::.'::.'::."'::."'::.".:."':: •'"•'"•'"•'"•'"•'"•'"•'"•'"•'"•'.c� w Q MAIN FLOOR FL H PER ELEV. = 3f4�TYP) °-..:.: : ' : " 0 W 0 x LLJ ' Ld EX 32.8t 6.1 33.33 + + b' "•' "•' "•' "•' "•' "•' "•' "•' "•' "•' "•'. i W 33.33 x U N + + + 3110 co 29.1 + + + + E>1 i ' LLJ IIII + + + �EX 32.6t + + + i Ld El x Z 33.33 3 . 3 33.20 33.30 33D5 D LLJI U U Q LLJ LLJ -i Q TRANSFORMER PAD Li PER ARCH PROP. UILDING 3.20--// 33.20 I FF 3.35 / 33.33 a I a RE� a° a x HAR/ a 316 d d P, a 0 qJ a J �- a 33.33 + + + 00 I / + + 00 33.33 + + + Z I + + I I LINE OF BUILDING 33.20 OVERHANG ABOVE (7YP) x \ ;1 32.20 - - - - i\ orr w.vv---n n x- -- - 32.20 / RETAINING WALL C CLONE FENCE / REF. STRUCTURAL / x 0.85' T�7 i - I SHED �%,%IfrrLl design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 2 BID ADDENDUM # 1 3 BID ADDENDUM # 2 5 CONSTRUCTION ASI-1 NO. I REVISION 0 IC) 8 114 2017 SURVEYED_ 08 7n 2017 DESIGNED: 11 15 2017 TTG DRAWN: TTG CHECKED: WE BY DATE APPR APPROVED: 32.85 I \ \� t �32.20 Il O Z T 0 0 N O 0 LEGEND a Q a CEM CONIC WALK 1 a a C7.1 J e. i PERMEABLE PAVERS 2 + + + PERMEABLE PAVEMENT + + + O7 CM CEM CONIC PAVEMENT 4 O C7.1 T RUBBER TILE SURFACING PER LA *-�- xx.xx PROPOSED F.G. ELEVATION � TW xx"xx TOP OF WALL ELEVATION eW xx.xx BOTTOM OF WALL ELEVATION NOTES 1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES. 2. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 3. SEE ARCH/LA PLANS FOR ADDITIONAL SURFACING INFO AND SPECIAL FINISHES/SCORING. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 5. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDINGS. FINE GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES. 6. COORDINATE GRADING AROUND BUILDING WITH ARCHITECTURAL DWGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 7. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION. 32.20 - - x - - - R-395505 w Lu IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 00 _YCLONE FEN x GATE � X_ z O CALL 48 HOURS 2 BEFORE YOU DIG! 2 811 0 SCALE: 1"= 10' HORIZONTAL- N D 19VD 83/1991 CITY OF RENTON COMMONS LLC DATE: 1 1 /15/2017 z FIELDBOOK: PAGE: } RENTON 215 WHITWORTH AVE S, RENTON, WA 98057 O --- DRAWING NO: C 4.0 ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. SITE GRADING AND z w IF NOT ONE INCH SCALE ACCORDINGLY PAVING PLAN SHEET: 5 OF: 15