HomeMy WebLinkAboutR-4124030
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SDMH
RIM-423.12
INV=41 6.98(12"E)
INV=41 6.78(12"SE)
CB
RIM=423.22
INV-417.84(18"S)
INV=417.79(18"W)
CB
RIM=41 9.98
INV=41 6.08(18E)
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C1.02 FOR PROPOSED LOCATION
5'
18" ADS 'I a
NV=416.08(18 N) I
2" ADS
ADS
SDMH Of32.55, 48.66' RT
RIM - 421.87 BE -GIN REMOVAL OF
INV=413.03(12"E) EXISTING CURB AND GUTTER I
INV=411.43 24"S)
INV=411.39 24"N) FOUND 2" BRASS DISC W/ /
PUNCH IN 4"X4" CONC.
MONUMENT & CASE I
(SEP 2013)
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FOUND 2" BRASS DISC W/
PUNCH IN 4"X4" CONC. O I z
MONUMENT & CASE I O
DOWN 0.5' (SEP 2013)
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FOUND 2" BRASS DISC W/
PUNCH IN 4"X4" CONC.
MONUMENT & CASE (%
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CB
RIM=435.20
30' RIGHT OF WAY EASEMENT
PER KING COUNTY RECORDING
NUMBER 6417479
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FOUND 2" BRASS DISC W/
PUNCH IN 4"X4" CONC._
MONUMENT & CASE
(MARCH 2O05)
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RIM=421.66
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INV=41 5.1 0(12"W)
TO BE REMOVED
-INV-415.58(12"NW)
x
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EX/STING BUILDING AND
SHEDS TO REMAIN
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COUNTY HEAL TH DEPARTMENT
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REQUIREMENTS
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ADD SILT FENCE TO PROTECT
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FIELD LOCATION
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(ATYPICAL) x
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x x FENCE. SEE DETAIL,
LX - SHEET 2 31
N 87°57'22" W 168.48 ` _ - - -
Y
S/L T FENCE PER C. O.R. STD
PLAN 214.00 ON SHEET C2.31
7,53
EX/STING ROCKERY
TO BE REM 0VED
REVISION
LOT 2
EXISTING HOUSE
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�SSIONAL EN��
FOUND 2" BRASS DISC W/
PUNCH IN 4'•X4° CONC.
MONUMENT & CASE
(MARCH 2O05)
LOT I
LOT 2
SCALE: 1" = 20'
0 10 20 40
CUT/FILL VOLUME
CUT 210 CY
FILL: 620 CY
NET 410 CY (FILL)
LEGEND
FIL TER FABRIC FENCE -X -X -X -
TREE PROTECTION FENCE
PIPE REMOVAL �1 /�L
LIMITS OF CLEARING
INLET FIL TER ;<<
CONSTRUCTION SEQUENCE
10
SCHEDULE A PRECONSTRUCTION CONFERENCE
(D
CONSTRUCT THE REMAINING STORM DRAINAGE
WITH THE CITY DEI/ELOPMENT ENGINEER. ONCE
FACILITIES PER THE ROAD & STORM
THE MEETING /5 HELD THE Ct AL
DRAINAGE PLANS. PROTECT THESE FACILITIES
CONSTRUCTION PERMIT WILL BE ISSUED.
FROM DAMAGE AND SILTATION DURING
20
FLAG THE LIMITS OF CLEARING, TREES TO BE
CONSTRUCTION. INSTALL INLET PROTECTION.
SAV5D AND INSTALL PROTECTIVE SILT
O8
CONSTRUCT THE SEWER & WATER SERVICES
FENCING WHERE INDICATED.
PER THE APPROVED PLANS. PROTECT THESE
30
POST SIGN WITH NAME AND PHONE NUMBER
FACILITIES FROM DAMAGE DURING ON -GOING
CONSTRUCTION.
OF ESC SUPERVISOR.
40
CONSTRUCT THE TEMPORARY ROCK -LINED
O9
CONSTRUCT THE REMAINING UNDERGROUND
UTILITIES.
CONSTRUCTION ENTRANCE.
50
CONSTRUCT THE SEDIMENT VAUL T, CONTROL
10.
CONSTRUCT FRONTAGE IMPROIMENTS
STRUCTURE AND DOWNSTREAM CONVEYANCE
QD1
H)DROSEED ANY REMAINING DISTURBED
SYSTEM.
SURFACES REMOVE ALL TEMPORARY
60
ROUGH GRAD THE SITE AND DIRECT
FACILITIES. PUMP ANY COLLECTED DEBRIS
FROM STORM DRAINAGE SYSTEM.
CONSTRUCTION RUNOFF TO THE VAUL T.
PROJECT NO. 18265
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SURVEYED: XXX SCALE: VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED: SHM
DRAWN: AR
ONE INCH DATU M
CHECKED: SHM AT FULL SCALE
IF NOT ONE INCH
DATE APPR APPROVED: SHM SCUE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING R-412403
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
✓ANUARY 2020
TEMPORARY EROSION AND PAGE:
--
SEDIMENT CONTROL PLAN DRAWING NO:
C2. Ol
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