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HomeMy WebLinkAboutWWP2703685.83 ui ! N N O m i 1n a i 0 a v a i Q) 3 U7 1n -4 N O 0 0 N N 0 0 l Ln 0 0 U O N O O N w a z LLJ J Li- To- 230 220 V,P NE 13-23-4 2"-4" QUARRY SPALL 7' MIN. WIDTH SEE PROFILE FOR \ FLAf%OU INcrou A TInN ...�.,. ... T...n LN ■�I / i : / / t /� = ORDINARY HIGH WATER MARK > PER CONCEPT ENGINEERING, ` INC.'S 2010 PLANS 01 -- X x PLANTING & SOIL STABILIZATION PLAN SCALE: 1" = 10' 1 I 1 I �I I L 1 1 I I REPLANTING AREA (TYP) 1 1 I I 1 I 1 � I 0 — — — — — — — — 1 I ' 2"-4" QUARRY ' I SPALL (TYP) I I SEE DETAIL, THIS SHEET 1 1 1 I 1 I 1 200 ' I I I f I I I I PLANTING & SOIL STABILIZATION PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 5" PLANTING NOTES: • SHRUB SPECIES WILL BE PLANTED ON 4 TO 5 FEET CENTERS. • IN ORDER TO REDUCE MORTALITY, A LATE FALL PLANT INSTALLATION SCHEDULE IS RECOMMENDED (OCTOBER TO NOVEMBER). PLANTS SHOULD NOT BE INSTALLED DURING OR IMMEDIATELY BEFORE FREEZING WEATHER. • ALL REMAINING BARE SOILS WITHIN THE RESTORATION AREA WILL BE SEEDED WITH AN APPROVED NATIVE SEED MIX. SOIL STABILIZATION NOTES: • MINIMUM 12" THICK LAYER OF 2" TO 4" SIZED QU-ARRY SPALL TO BE PLACED AND COMPACTED INTO THE EXISTING SUBGRADE SOILS IN THE AREA BELOW AND AROUND PIPE. • QUARRY SPALL SHALL EXTEND A MINIMUM OF 3' DOWN SLOPE OF WHERE THE SEWER PIPE EXTENDS FROM THE SLOPE AND OVER THE STREAM. • QUARRY SPALL SHALL EXTEND A MINIMUM OF 3' IN BOTH DIRECTIONS FROM THE EDGES OF THE PIPE. • THE QUARRY SPALL SHALL BE COMPACTED USING AN EXCAVATOR BUCKET OR HO—PACK AND TOPSOIL/VEGETATION MAY BE PLACED OVER THE ROCK IF NECESSARY. • SURCHARGE LOADS, SUCH AS SOIL STOCKPILES AND HEAVY EQUIPMENT, SHOULD REMAIN AT LEAST 15' FROM THE EDGE OF THE STEEP SLOPES EXTENDING INTO THE STREAM AREA EXCEPT AS NEEDED TO EXCAVATE AND PLACE THE SEWER LINE. PLANTING SCHEDULE: SYMBOL SCIENTIFIC NAME COMMON NAME INDICATOR SIZE QUANTITY ZONES REMARKS SHRUBS: 4'-6' 0/C Acer circinotum Vine Mople FAC 2 gollon container 20 N/S DIVIDE QTY EQUALLY Rhomnus purshiono Coscoro FACU 2 gallon contoiner 6 N/S DIVIDE QTY EQUALLY qw�G Solix scouleriono Scouler's willow FAC FACU 2 gollon contoiner 2 gollon contoiner 20 6 N/S DIVIDE QTY EQUALLY DIVIDE QTY EQUALLY Sombucus rocemoso Red elderberry N/S SURVEYED. SCALE MJL VERTICAL. NAVO 1988 SCALE 1 n=20' 10RIZONTAL NAD 198.3/1991 DESIGNED '0 0 5 10 EJW/SMA StantecDRAWN MA ONE '"D" DATUM ) 11130 NE 33rd Place, Bellevue WA 98004 FEE T CHECKED A7 FULL SCALE ,E ,�°, ONE INCH 1 INCH=10 FEET SCALE T ONE INCH phone: (425) 869-9448 www.stantec.com Nt , k'F,; rs p'- lAT> APP� APPR°QED MiH, 1 18" STEEL CASING vps`Op� FR 8" PVC SEWER 31� OM P/p f GRAVITY MAIN 2"-4" QUARRY Mj� SPALL OO NS C11> OAtPR 12\DEPTH O,f SOIL STABILIZATION DETAIL N TS S=368508 �S P4anning/Buddinc, iP J-!:,, Wr)rl s Dept. REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: PAT MILLER REVISED BY: STEPHANIE M. ARID DATE: 2/20/2015 CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC. SOUTH 132ND STREET SEWER EXTENSION PROJECT RESTORATION DETAILS W A L ,r 00� WAS,y 4F -1�7 41 `� '� z • 38087 + 'CISTER� �1SS"ONAL E��♦ *WWI'ev CRD SHT. 8 OF 8 W z s�. ' �m ' = G M° mLIT c I rr Nz m m O m D I nT O n Q ;o z nn DO 7 —I �m ,o 7 ,m 'z z m O D D C m m I D n � O m � D C z :T � � I