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Home My WebLink AboutP_Segale_ Upper_Balch_Elevations_181221_v1>< I--a.. I () _J <C Cil a: w a.. a.. :::) CPH CONSULTANTS Site Planning• Civil Engineering Land Use Consulting• Project Management 11431 WILLOWS RD. NE. SUITE 120 REDMOND, WA 98052 Phon8: (425:1 285-2390 I FAX: (425) 285-2389 WWW. co 17 cons v /ta 11 ts. CG m Co vri ht© 2018 CPH Consultants. LLC. All Ri hts Reseived. ro , •. !). F\,IM ..)J.h. 09 i62J059iJO un f Know what's below. Call before ou di Gf;/-._;_ !-NU I IL_ f-' _I :v SEC. 16, TWP 23 N, R5E �.,l\'I. '!UUVll 11/_ Clvl I EXHIBIT 7 P/M -Ab. (F'l"\ F,1,h.,1 3,,16 1:, \ ; ; ,,,t J/IE 'S�f-FCEDER C [CVCD l;lc 1"=50' ::.. f-ULL :;:AL� II l•,J() l:-'11 111':: I sc'S_= ;,cccrn ·•.JGU ,--, --T: ---li: /"'-,��ea I ;iA j ---r �kfJ- :e2:;csg:53 0 50 ,- PLAN I ; I F:E T 100 IN FEET LEGEND -420- NOTES: DAYLIGHT LINE FINISHED GRADE CONTOUR GRAVEL INFILTRATION TRENCH DRAIN AGE SWALE CULVERT 1.GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. APPROX. EARTHWORK QUANTITIES EARTHWORK QUANTITIES WERE EST/MA TED USING A GRID VOLUME METHOD AND AUTODESK AUTOCAD C/VIL3D SOFTWARE. THE FOLLOWING VALUES ARE APPROX/MA TE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DA TA EXCLUDING EST/MA TES OF ANY FOUNDATION AND PAVEMENT QUANTITIES: FILL: 230,000 CY CUT: 0 CY NET: 230,000 CY (FILL) THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO EST/MA TE EARTHWORK QUANTITIES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS UPPER BALCH PIT GRADE AND FILL PERMIT OVERALL GRADING AND STORM DRAINAGE PLAN C3.00 7 >< >< >< la.. I () _J <C Cil a: w a.. a.. :::) Overview of Elevations Prior to Storm water Facility Construction.