30 112TH ST SE 2020-05-06 - Laserfiche WebLink

SE 1/4,SE 1/4,SEC•24,T•28N.,RIE,, W.M. C17YOFEVERE7T, WASHINGTON ■ 112th STREET SE SS a IV NN89'07�� I NEW 6"PVC- APPROX. LOCATIO OF SIDE SEWER W W o EX. WATER METERS PER 15'R/W DEEDING PER N EVERETT GIS MAPPING -SUPERIOR COURT CASE ♦. #02-2-05681-2 II INSTALL CATCH BASIN 10 _- �` % /7/ /f/f 71M/-7„I LE,,P•.TE9r99y' • ,::i- •• � 'p.-07'04"W• :'•.""• '• — SOILLOGINFO: ••••• •••• A, I 50f" CQNC, V£ 24 ••••• 1 / •NOR BAR W CAP 0"-8" FOREST DUFF 0 0 . TEMPORARY RI / 8"-12" GRAVELLY SILTY LOAM 0.0.11-. CONSTRUCTION :AFM. 30442" ©12" HARDPAN =.j= ENTRANCE / •• •.ITA. ELOW GRADE 110 ii41 0 ' a.1.:, •• : EROSION NOTES: wA ••• A '1 0057.3606004]02.; 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE •f6 �=•� ��rF� / '•../, INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF IG CONSTRUCTION. A <<' 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD IF F . % DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF 7- MITIGATED L • EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING / BUFFER LINE ^ 14 THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR _JIB / `� •9. ./ TO THE END OF THE WORK DAY. _^ yp0� i 2\ 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET I RFER TO_ WRAI CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE. ,, WETLAND REPORT _ ,* FROM WETLAND WRA 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION 4, RESOURCES FOR - AND MAINTENANCE OF ALL INSTALLED EROSION AND • MINORIMPACTSBUFFER I WRC4 .- - — SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS. WRA ..:: . ... o WRA. 5.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED o 1. :• BMPS FAIL 0 o <43 WRC 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN WRA5 WRA UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 S WRA13DAYS FROM OCTOBER 1 THROUGH APRIL 30,AND NO MORE 00573600004101 '';,•-i: r•• THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. SOIL AMENDMENT NOTES: WRI+ 1.ALL EXISTING TOPSOIL SHALL BE STRIPED AND t STOCKPILED ADJACENT TO CONSTRUCTION AREAS. WRA11 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE • REAPPUED TO NEW LAWN AND LANDSCAPING AREAS. i. Z4 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH RB3 �W�B4 �.WRB5 I WRC1 — — 2"COMPOST IN LAWN AREAS AND 3"COMPOST IN LANDSCAPING AREAS. S89'1324 E 100.01' 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF WRB2 t. 00573600004802 DEPTH OF 8': IMPORT ADDITIONAL TOPSOIL TO SITE IF 00573600004702 WRBI I EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT /777i7/7/7/7/TI ACHIEVE MINIMUM DEPTH REQUIREMENTS. I (vv�/� (' SOIL AMENDMENTLEGEND I/ ✓ R UNDISTURBED SOIL I A COMPOST AMENDED SOILS APPROXIMATELY 9.CYDS OF COMPOST HAS BEEN LEGEND - CALCULATED FOR AMENDMENT OF 1,455 SF. OF DISTURBED PERVIOUS AREA. REFER TO APPENDIX III OF THE FULL —T- - RIGHT-OF-WAY CENTER LINE STORMWATER DRAINAGE REPORT FOR ADDITIONAL SOIL EXISTING PROPERTY LINE AMENDMENT INSTALLATION SPECIFICATIONS. - — — — - RIGHT OF WAY SITE ADDRESS: TAX PARCEL NO.: — — EXISTING ADJACENT LOT LINES 30 112TH STREET SE 00573600004200 2 SS E> EXISTING SANITARY SEWER EVERETT, WA 98208 Z SD D EXISTING STORM DRAIN W EXISTING WATER LINE - — — — - EXISTING CONTOURS ---- --- EXISTING VERTICAL CURB • EXISTING WETLAND - — — — - WETLAND BUFFER —> > EXISTING STREAM SCALE: 1" = 30' //// //// //// EXISTING PAVEMENT EDGE ININI MEM MIN 1=11 rt://71 '/,:�� EXISTING BUILDING 0 30 60 �L/ EXISTING CONCRETE CLEARING LIMITS it. �E WAS SF SILT FENCE G1��4 �r1G C� �En sneers,estern (425) �` L1 SOIL LOG NUMBER EV� a� g 358-2700 © CATCH BASIN INLET PROTECTION ,--z 6-, zr Inc TESL & GRADING .p � ' 'W SURVEYOR 'PLANNERS' ENGINEERS •, "P 45844 in.i. 9740 EVERGREEN WAY,EVERETT, WA., 98204 PLAN FOR: ��tl'SIONALE �� SHAFFER SFR OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE TAS 07-25-17 02 TAS 04-25-18 J. JARRELL 1"=30' DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO. 1171666ABASE.DWG JAJ N/A 17-1666-A 1 OF 2