HomeMy WebLinkAboutR-4180070
00
T
I
O
I
w
I-
0
REPLACE BIRD CAGE —
WITH 48"X25" FLAT TOP
& 24" CAST IRON FRAME
AND SOLID COVER
6LF, 12" SD@2.0%
EX. SDMH
RIM=151.32'
INV W 12" CPEP=147.22'
INV E 12" CPEP=147.22'
POST CONSTRUCTION SOIL AMMENDMENT
DOPTION 3 (IMPORT PRE -APPROVED TOP SOIL)
WHERE SUBSOIL IS TOO ROCKY, COMPACTED OR POORLY DRAINED TO AMEND
EFFECTIVELY, A TOPSOIL MIX WITH 5 PERCENT (TURF) OR 10 PERCENT (PLANTING
BEDS) SOIL ORGANIC MATTER CAN BE IMPORTED AND PLACED ON THE SURFACE.
-IMPORT AND APPLY A TOPSOIL MIX:
FOR TURF AREAS: A SOIL MIX INCLUDING 20-25 PERCENT COMPOST BY VOLUME,
OR A MIX WITH A LAB TEST DOCUMENTING 5 PERCENT SOIL ORGANIC MATTER.
FOR PLANTING BEDS: A SOIL MIX INCLUDING 35-40 PERCENT COMPOST BY VOLUME,
OR A MIX WITH A LAB TEST DOCUMENTING 10 PERCENT ORGANIC MATTER.
-THE SOIL DEPTH SHOULD BE 8 INCHES AND THE PH SUITABLE FOR PROPOSED
PLANTS. ASK TOPSOIL SUPPLIERS FOR TEST RESULTS OF THEIR PRODUCT TO
VERIFY THE MATERIAL CONTAINS THE DESIRED ORGANIC MATTER CONTENT AND
PH. RETAIN TEST RESULT REPORTS AND RECEIPTS FOR MATERIAL DELIVERED TO
THE SITE, AS THEY WILL BE USED DURING INSPECTION TO VERIFY THAT THE SOIL
REQUIREMENTS HAVE BEEN MET.
-FOR BEST RESULTS, PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2 INCHES
DEEP BEFORE APPLYING TOPSOIL MIX, AND/OR ROTOTILL SOME OF THE NEWLY
APPLIED TOPSOIL INTO THE SUBSOIL.
NDS
1210
12"0 2"
GRATE, GREY
NDS
1210S
12"0 2"
GRATE, SAND
NDS
1211
12"0 2"
GRATE, BLACK
#NDS
1212
12%12"
GRATE, GREEN
12"x12" GRATE FITS
ALL CATCH BASINS, EXTENSIONS & ADAPTERS
—�
4
�—
/ L
�n �\
f
✓
Al
MHO
x_
o
I
h
\�2±
CITY OF RENTON STANDARD REQUIRES THE FOLLOWING
AT APPLICABLE CONSTRUCTION SITES:
REPLACED TOPSOIL:
A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY
WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH
FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL
LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE
ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT
LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER
MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE
SOIL AMENDMENT MUST TAKE PLACE BETWEEN MAY 1 AND OCT. 1 WHEN SOILS
ARE TYPICALLY DRIEST AND LESS SUBJECT TO COMPACTION. IT IS RECOMMENDED
THAT COMPACTED SUBSOILS BE TILLED OR PLOWED BEFORE PLACING
AMENDMENTS OR TOPSOIL. AVOID PLOWING OR TILLING WITHIN THE DRIP LINE OF
TREES TO BE RETAINED. PLANTING BEDS SHOULD BE MULCHED WITH TWO INCHES
OF FOREST DUFF, GROUND BARK, WOOD CHIPS OR OTHER ORGANIC MATERIAL
AFTER PLANTING.
PROVIDE:
#NDS 1216 6" EXTENSION
#NDS 1218 12" EXTENSION
AS REQUIRED.
#NDS 1213 12"0 2" CATCHBASIN, SINGLE OUTLET
#NDS 1214 12"0 2" CATCH BASIN, DOUBLE OUTLET
6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210.
12"0 2" GRATE AREA — 14" WITH 11 " SQUARE BOTTOM.
121/4" SQUARE BOTTOM WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES
OF SUMP AREA, ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" OR 4" PIPE.
6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210.
12"0 2" GRATE AREA — 14" HIGH WITH 1 1 " SQUARE BOTTOM.
121/4" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF
SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING
ADAPTER #643.
YARD DRAIN DETAIL
NOT TO SCALE
SE 1/4 SEC. 31, T 23NI R 05EY W.M.
LEGEND (PROPOSED
n
CATCH BASIN TYPE 1
O
CLEANOUT
CONCRETE
- -
PROPERTY BOUNDARY
EASEMENT LINE
STORM
- - - -
- - 6" STORM SERVICE
SURFACE FLOW ARROW
ASPHALT
O
YARD DRAIN
10 5 0 10 20
SCALE: 1 INCH = 10 FEET
1 IREVISED PER CITY
NO.
REVISION
EX. CB
RIM=149.98'
INV N 8" PVC=147.78'
INV S 8" PVC=147.88'
Know what's below.
Call before you dig
SURVEYED:
OESIGNEO:
DRAWN.
DAF 1 3/22 1 DAF CHECKED:
BY I DATE I APPR A�
R-418004
SCALE
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
\\
OS \
EX. RETAINII
WALL
EX.
PAVEMENT
3/28/2022
VERTICAL, NAVD 19M
HORIZONTAL: NAD 19W/1991
DATU M
LEGEND (EXISTING
C)
FOUND REBAR AS DESCRIBED
POWER METER
la'
UTILITY POLE
GAS METER
ICI
GAS VALVE
®
STORM DRAIN MANHOLE
®
STORM DRAIN CLEANOUT
®
CATCH BASIN
CATCH BASIN SOLID LID
0
SANITARY SEWER MANHOLE
D4
WATER VALVE
FIRE HYDRANT
B3
WATER METER
FIRE DEPT. CONNECTION
FIRE DEPT. VALVE
WIC
WATER VAULT
PM
PAD MOUNTED TRANSFORMER
ID
POWER JUNCTION BOX
APPROXIMATE LOCATION SANITARY
—SS—
SEWER LINE
—SD—
APPROXIMATE LOCATION STORM
DRAIN LINE
—OHP—
OVERHEAD POWER
—OHU—
OVERHEAD UTILITIES
—X—
CHAINLINK FENCE
—❑—
WOOD FENCE
CONCRETE WALL
® ROCKERY
ASPHALT SURFACE
CONCRETE SURFACE
CH CHERRY
DF DOUGLAS FIR
DS DECIDUOUS
PI PINE
SIP SPRUCE
' INDICATES MULTI -TRUNK
FURR
ENI�i�IEERIM
4NiIIIIIIIIIIL
ERVIEES
4715 142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
CITY OF
RENTON
Planning/Building/Public Works Dept.
CONSTRUCTION NOTES
OINSTALL DETENTION VAULT, SEE SECTIONS ON SHEET C3.1
OFILL-IN EXISTING DETENTION POND WITH IMPORTED SOIL AND
TOP SOIL, SEE SOIL AMENDMENT NOTES THIS SHEET.
EMERGENCY OVERFLOW STRUCTURE SEE DETAIL ON SHEET C3.1
4O PLAY STRUCTURE (PE-7835) SEE DETAIL THIS SHEET
OBENCH AND PICNIC TABLE SEE DETAILS ON SHEET C3.1
REPLACE EXIST CB WITH TYPE 2 CATCH BASIN
RIM=153.24'
(�) EX INV N 12" CPEP=150.64'
EX INV E 12" CPEP=150.84'
IE W 12" SD=146.30 NEW
EX. FENCE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 4/4/2022
SURFACE WATER UTILITY ®%
J Farah 04/04/2022
GURUDWARA SIKH TEMPLE
DETENTION VAULT
GRADE & STORM PLAN
12-11-2020
FlEL0900K
PAGE,
DRAWING NO.
C3.0
SHEET: 7 OF 9
H
J
Q
i
z
O
H
z
w
H
w
0
w
J
W
H
2
Y
Cn
Q
Q
0
C�