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Home My WebLink AboutR-369014a ro n m W— Z; U W Q } O a Y 0 - x m Ld J 0 Q U) I= lihVtl n I � 4I I � I I i i 7 � I n I � NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.. SADDLEBROOK DI V. II i 1 11 FT] C41 Working Days Before You Dig Utike Uldergro8 d Location Corder (ID,MT,ND,OR,WA) VER77CAL DATUM: NAVD 88 PER CITY OF RENTON VER77CAL CONTROL SOIL NO7ES• 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLEBON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. 774E DUFF LAYER AND NA77VE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2 ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CR/BCAL AREAS THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO M/BGATE FOR LOST OF MOISTURE — HOLDING CAPACITY. 7HE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OC70SER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. GENERAL NOTES S17E AREA: 38,715 S.F. = 0.89 ACRES PROJECT AREA: 41,095 S.F. = 0.94 ACRES 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP —OFF SITE 2. FILL NEEDED IN EXCESS OF ONS17E SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY GE07ECHNICAL ENGINEER. R- 369014 SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS) (CU. YDS) (CU. YDS) 211 208 3 CUT *THESE VOLUME CALCULATIONS ARE APPROXIMATE ONLY AND DO NOT TAKE INTO ACCOUNT S7RIPPING, ROAD SUBGRAOE, COMPACTION OR EXPANSION.. CONTRACTOR SHOULD USE THEIR OWN CALCULA77ONS FOR C0NS7RUC77ON PURPOSES. I& NORTH GRAPHIC SCALE wmm 20 40 1 INCH =20Fr. r RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: D.R. STRONG SADDLEBROOK DIV. II 0« 8 .08.13 CONSULTING ENGINEERS AS NOTED CITY OF ENGINEERS PLANNERS SURVEYORS I.& DRS CWA GRADING PLAN °XE IXtl 6207TH AVENUE KIRKLAND, WA 98033 EHEEXEo- e. nlu swc Planning/Building/Public Works Dept. C7 0 425 827 3063 F 425.827 2423 IF X°* 01 E IMH NO. REVISION BY DATE APPR "" I. .. S m; 7 "14 MIDI` IQ, -3GgO(`t A- NNNNAI I � I 7 � I I NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.. SADDLEBROOK DI V. II i 1 11 FT] C41 Working Days Before You Dig Utike Uldergro8 d Location Corder (ID,MT,ND,OR,WA) VER77CAL DATUM: NAVD 88 PER CITY OF RENTON VER77CAL CONTROL SOIL NO7ES• 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLEBON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. 774E DUFF LAYER AND NA77VE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2 ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CR/BCAL AREAS THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO M/BGATE FOR LOST OF MOISTURE — HOLDING CAPACITY. 7HE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OC70SER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. GENERAL NOTES S17E AREA: 38,715 S.F. = 0.89 ACRES PROJECT AREA: 41,095 S.F. = 0.94 ACRES 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP —OFF SITE 2. FILL NEEDED IN EXCESS OF ONS17E SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY GE07ECHNICAL ENGINEER. R- 369014 SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS) (CU. YDS) (CU. YDS) 211 208 3 CUT *THESE VOLUME CALCULATIONS ARE APPROXIMATE ONLY AND DO NOT TAKE INTO ACCOUNT S7RIPPING, ROAD SUBGRAOE, COMPACTION OR EXPANSION.. CONTRACTOR SHOULD USE THEIR OWN CALCULA77ONS FOR C0NS7RUC77ON PURPOSES. I& NORTH GRAPHIC SCALE wmm 20 40 1 INCH =20Fr. r RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: D.R. STRONG SADDLEBROOK DIV. II 0« 8 .08.13 CONSULTING ENGINEERS AS NOTED CITY OF ENGINEERS PLANNERS SURVEYORS I.& DRS CWA GRADING PLAN °XE IXtl 6207TH AVENUE KIRKLAND, WA 98033 EHEEXEo- e. nlu swc Planning/Building/Public Works Dept. C7 0 425 827 3063 F 425.827 2423 IF X°* 01 E IMH NO. REVISION BY DATE APPR "" I. .. S m; 7 "14 MIDI` IQ, -3GgO(`t A- NNNNAI