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HomeMy WebLinkAboutWTR2703127.4CD CONSTRUCTION SEQUENCE ~ N 1 o 10 U N 1. FLAG CLEARING OMITS AS SHOWN ON PLAN. LITHIA _ HYUNDAI GRAPHIC SCALE RENTON z 10 10 20 40 so Ile 0 � a p 2. ATTEND PRECONSTRUCTTON MEETING WITH CITY OF RENTON, OWNER AND ENGINEER. PORTION OF NE 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M. NolDi 3. PROVIDE CATCH BASIN PROTEC11ON AT LOCATIONS INDICATED AND CATCH BASINS CITY OF RENTON, KING COUNTY, FM WASHINGTON0 1 � h = 20 ft CL NEIGHBORING THE SITE. PER DETAIL 1 /C1.1 CL C z 4. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. Z 5. INSTALL UTILITIES PER APPROVED PLANS. O C.3 z (n 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION AS REQUIRED. m w Q � I -Li P- 7. HYDROSEED LANDSCAPED AND EXPOSED AREAS PER HYDROSEED NOTES ON SHEET C1.1. 1 o 8. CLEAN NEW STORM DRAINAGE SYSTEM. � z o 00 z �- 9. CONTRACTOR TO MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION Z Z HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY i w O SEDIMENT LADEN WATER TO PUBLIC STORM SYSTEM. I w J Q U cn 0 a a 9 3 J m rn m� mm pm z Q U� Q �7Z �o w O W W o � W i 7oll MR] i � 9 STCB, RIM=29.78' - 12" CPP WEST, I.E.-26.33' 0000 —F 1 FM �/ G STCB, RIM=29.07' 12" CPP SE, I.E.=26.23' FM a / 12" CPP EAST, I.E.=26.77' SOLID LID 7 5 — _FM OIL WATER SEPARATOR 1#0 POWER w� FM 1 ��2„ FNj VAULTS i G 8 O i FNj ° / / 31 - I o w o w > Z Z Y O v� o o u a ry n I w o i O I x p 3 TYP. 1 STCB, RIM=27.90' d G / / a 3 g 18" CPP NE, I.E.=24.66' 2 18" `CPP SW, I.E.=24.60' / 6 - 4 / / d / / / / 1-01 % d ° a /... / / 1-01 P WER /\ � 4 TR NS2 5 1 TYP.ol -4 41 jq 4M 31A? OA --- / TORM VAULT �4 OIL SEPARATOR / SYSTE 2 7 d / / fl G 7 w� ° / P / ��,� S . G9 d II�x�II / � / �� p@ WAStj�, L . I Illo, -1-1 1-' 0 . - I , I GV T.E.S.C. KEY NOTES , s�ECI 01, -loll/ Q PROVIDE CATCH BASIN PROTECTION. C1.1 SIONaL F� is a PROTECT EXISTING UTILITY. ExF _9_/ 271 05 d 4 DEMOLISH EXISTING STORM LINE. CITY OF RENTON CONTROL POINTS IAL. "CAD NOTE ® DEMOLISH EXISTING COVERED AREA AND FOUNDATIONS. o Q NO. 60 AN AUTOCAD FILE IS AVAILABLE TO ASSIST THE CONTRACTOR ® DEMOLISH EXISTING EXTRUDED CURB. — NORTHING: 175890.972 IN SITE LAYOUT. CITY OF RENTON CONTROL POINTS ARE 0 U) Z O 0 O z W FASTING: 1298016.470 FOR CITY USE ONLY. CITY OF RENTON CONTROL POINTS © SHALL NOT BE USED FOR SITE LAYOUT. DEMOLISH EXISTING SIDEWALK. CHECKED FOR COMPLIANCE CITY OF RENTON Q2 NO. 63 t�7 PROTECT EXISTING CURB. T CITY STANDARDS DEPARTMENT OF PUBLIC WORKS NORTHING: 175977.250 DATE EASTING: 1300794.412 ® DEMOLISH EXISTING ASPHALT. - VERTICAL BENCHMARK BASIS OF BEARINGS DATE 40 SITE DEMOLITION & T.E.S.C. PLAN CIA PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920 NORTH 89'42'36" WEST FOR NORTH LINE OF ('] RELOCATE EXISTING LIGHTING, COORDINATE WITH ARCHITECT. DATE DESCRIBED AS A 3" BRASS DISK STAMPED "KING COUNTY SURVEY THE NORTHEAST QUARTER OF SECTION 19, 'THESE DRAWINGS ARE ISSUED FOR AGENCY DESIGNED: DB DATE:06-20-2003 MONUMENT EN-61 1973" LOCATED IN SIDEWALK ON THE WEST SIDE TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., PERNT REYIEW PURPOSES ONLY AND ARE 2 REVISIONS PER Cd COMMENTS DMB 10/1/03 DRAWN: MCC o OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING PER SHOER PLAT FILE WITH KING COUNTY NOT TO BE USED FOR CONSTRUCTION'. 1 REVISIONS PER CITY ^.OMMENTS DMB 9/12/03 CHECKED: DSG SCALE: 1' = 40' AT 604 RAINIER AVE.SOUTH (KENTUCKY FRIED CHICKEN). RECORDER UNDER NO. 9309219015. Ttp_ (a*-Pis7 NO. REVISION BY APPR. DATE APPROVED: DD=T= of naLM Wtv" FILE NAME: 203046c 10 HELD B0014— PAGE:_ SHEET: 2 OF. 10 O r O O N