HomeMy WebLinkAboutR-414105SW 1/4 OF THE SE 1/4, SEC. 14, T 23N,,, R 05E, W.M.
CONSTRUCTION NOTES
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0---RD RD
ROOF DRAIN ROUTING DIAGRAM
3,301SF PORTION OF ROOF TO DISPERSION TRENCH
® 700SF OF NW CORNER TO SPLASH BLOCK
® 700SF OF NORTH SECTION TO SPLASH BLOCK
88°18'09"W 165.04_
FOUNTAIN
—El — — — — ,G — BSBL
17n rT
S88°18'09"E 165.04
15' INGRESS/EGRESS AND
UTILITY EASEMENT PER
DEED NO. 8709020014
LEGEND (PROPOSED
❑® CATCH BASIN TYPE 1
O CATCH BASIN TYPE 2
CLEANOUT
CONCRETE
PROPERTY BOUNDARY
EASEMENT LINE
STORM
— — — — — — 6" STORM SERVICE
SURFACE FLOW ARROW
0 YARD DRAIN
ASPHALT
20'
FOUND 1 /2" REBAR
W/ILLEGIBLE CAP
0.4' SOUTH OF CALC
POSITION
10»
$" 7x2�\ \ F 71 JR
EXISTING i
ASPHALT DRIVEWAY
TO REMAIN
HH
FOUND 1 /2 REBAR W/ILLEGIBLE CAP
0.4' SOUTH OF CALC POSITION
CATV
OA POST CONSTRUCTION SOIL AMMENDMENT
OPTION 2 (AMEND SOIL IN PLACE)
THE SIMPLEST WAY TO RESTORE SOIL QUALITY WHERE THE SOIL HAS BEEN COMPACTED OR THE FOREST DUFF
OR TOPSOIL REMOVED IS TO ROTOTILL COMPOST INTO THE EXISTING SOIL.
-APPLY A LAYER OF COMPOST TO EXISTING SOIL AT THE PRE -APPROVED AMENDMENT RATE OF 1.75 INCHES FOR
TURF AREAS, OR 3 INCHES FOR PLANTING BEDS. USE THE ONLINE COMPOST CALCULATOR AT
HTTP://YOUR.KINGCOUNTY.GOV/SOLIDWASTE/COMPOST-CALCULATOR.HTM TO CALCULATE THE AMOUNT OF
COMPOST NEEDED. RETAIN COPIES OF RECEIPTS FOR COMPOST DELIVERED TO THE SITE, AS THEY WILL BE USED
DURING INSPECTION TO VERIFY THE SOIL REQUIREMENTS HAVE BEEN MET.
•ROTOTILL COMPOST INTO SOIL TO A DEPTH OF AT LEAST 8 INCHES. NOTE THAT TILLING TO THIS DEPTH WILL
REQUIRE REPEATED PASSES WITH A LARGE MACHINE, SUCH AS A TRACTOR MOUNTED OR HEAVY REAR TINE
ROTOTILLER.
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
ODRIVEWAY
ENTRANCE PER DETAIL SHEET C3.1
OSIDEWALK
PER DETAIL SHEET C3.1
OCURB/GUTTER
PER DETAIL SHEET C3.1
OPAVEMENT
PER DETAIL SHEET C3.1
OASPHALT
RAMP DOWN TO STREET LEVEL, 1:12 MAX. SLOPE
OFILL-IN
EXISTING DITCH WITH IMPORTED SOIL AND TOP SOIL
O54"
TYPE II CATCH BASIN SEE DETAIL ON SHEET C3.2
OPROPOSED
STREET TREE-JAPANESE MAPLE
FILLED TRENCH SEE DETAIL COR STD PLAN 224.00
OGRAVEL
ON SHEET C3.1
10
SPLASH BLOCK
11
MAIL BOX
RELOCATE POWER POLE. UNDERGROUND POWER SERVICE
12
TO PROPOSED ROPPE RESIDENCE
13
INSTALL DEBRIS BARRIER PER COR STD PLAN 223.00 ON
SHEET C3.2
14
CB-2 CONCRETE COLLAR SEE DETAIL ON SHEET C3.2
CB
54" 0
RIM=443.46
IE(18"N)=439.86
IE(24"NW)=439.61
IE(30"S)=438.91
SSMH
RIM=441.98
CTR. CHANNEL=429.9
FOUND 2" DISK
W/PUNCH
IN CONIC IN CASE
DOWN 0.5' @ INTX.
\160TH AVE SE
AND SE 140TH ST
TH ST
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4715 142nd PI. SW #B,
��SSroNALE��� Edmonds, WA 98026
1/7/2021 ph 206.890.8291
SCALE:
HORIZONTAL* NAD 1983/1991
AS SHOWN CITY OF
R
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND (EXISTING
®
FOUND MONUMENT (AS NOTED)
FOUND REBAR (AS NOTED)
O
SANITARY SEWER MANHOLE
CATCH BASIN (CB)
O
STORM DRAIN MANHOLE
WATER VALVE
WATER METER
GAS VALVE
QO
MAILBOX
HH •
HAND HOLE
JB
ELECTRIC JUNCTION BOX
ELECTRIC METER
UTILITY POLE WITH LIGHT
UTILITY POLE
CONIFEROUS TREE
0
DECIDUOUS TREE
OHW
OVERHEAD WIRE
CONC
CONCRETE
1E
INVERT ELEVATION
SSMH
SANITARY SEWER MANHOLE
STORM DRAIN LINE
SANITARY SEWER LINE
FENCE
ROCKERY
CENTERLINE
—
RIGHT OF WAY
— — —
PLAT LOT LINE
PROPERTY LINE
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10 5 0 10 20
Know what's below.
Call before you dig. SCALE: 1 INCH = 10 FEET
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
07-22-2020
R O P P E S F R FIELDBOOK:
PAGE:
DRAWING NO:
ROAD AND STORM PLAN C3.0
SHEET: 5 OF: 9
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