HomeMy WebLinkAboutR-409107z
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30' UTILITY EASE ENT
REC. NO. 2021 406 76 s,
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EASEMENT REC.
NO. 20210927001436 4" PVC= 53.89
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NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
12" RCP=454.21 12" RCP=45 .1 _____4L vl_----- - --X -- -X- X X .
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12" CONC=463.64
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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AS -BUILT
NO AS —BOIL T INFORMA 710N ON THIS SHEET.
"I CERTIFY THAT 7HE INFORMATION SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024."
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423 FN 0.
4 HVU=4 '+.L,+
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=442.1 ■
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12" RCP. 44.:9.2..�..
12" RCP=444.62 /
12" RCP=437
-12" RCP=445.47
9.000 GALL
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TANK; TURBID WATER
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TO BE RETAINED IN '
BAKER TANK TO
REDUCE TURBIDITY
PRIOR TO DISCHARGE
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SEWER TRENCH D WA 7ERING
TO BE PUMPED TO
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1440.
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SAMPLED HERE AND
RELEASED THROUGH A FLOW
METER AT A RATE NOT TO
EXCEED 20 GPM
DISCHARGED TO SSMH 10.
I HOSE WILL BE DISCONNECTED
WHEN NOT IN USE TO ALLOW
FOR ACCESS TO ADJACENT
PROPERTIES, DISCHARGE
LOCATION TO CHANGE TO
� NEAREST MANHOLE AS
I ^�� UPSTREAM MANHOLES
' CONSTRUCTED
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531 ��
28/
529
,
52,5'
524 0 5�L6' —
SfM H
/ h RIM=451.15
IE 12" PIPE(NE)=441.9
IE 6" PIPE(S)=441.8
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FINAL AS—BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE:
DJC VERTICAL: NAVD 1988
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991
YLP
DRAWN:
GLB ONE INCH DATUM
CHECKED: AT FULL SCALE DATUM
YLP IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
YLP
TESC LEGEND T
CL CONSTRUCTION LIMITS O
SF REINFORCED SILT FENCE O
O
0 0�0�0 0
0 0 0 0 o STABILIZED CONSTRUCTION ENTRANCE T
U
DC DUST CONTROL
NB NETS AND BLANKETS
MU MULCHING, MATTING, & COMPOST BLANKETS
O INLET PROTECTION
PS PERMANENT SEEDING AND PLANTING
SS STREET SWEEPING & VACUUMING
�- • • • IN TERCEP TOR SCALE WITH ROCK CHECK DAM co
EVERY 50'
12" TEMPORARY CULVERT O
RIP RAP PAD O
O
I
—0 0 0 0 TREE PROTECTION FENCE Co
T
O1 EXISTING STRUCTURE TO BE REMOVED Q
D
J
(01
VIABLE ON -SITE TREES TO BE RETAINED
VIABLE ON -SITE TREES TO BE REMOVED
NON -VIABLE TREES TO BE REMOVED
(PER ARBORIST REPORT)
VIABLE OFFSITE TREES TO BE RETAINED
VIABLE OFFSITE TREES TO BE REMOVED
CLEARING LIMITS NOTE:
CLEARING LIMITS SHOWN FOR WORK TO BE DONE OFFSITE ARE
FOR REFERENCE ONLY. NO ACTUAL CLEARING LIMIT FENCING WILL
BE INSTALLED OFFSITE.
NORTH
GRAPHIC SCALE
0 20 40 80
`1
1 INCH = 40 FT.
C TY OF
RENTON
Planning/Building/Public Works Dept.
R-409107 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
OFFSITE CLEARING AND TESC PLAN
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DATE:
09.05.19 �
FIELDBOOK:
PAGE: L
nRAWIN(: Nn.
16210 SE 134TH STREET C7
RENTON, WASHINGTON 98059 SHEET: 7 OF41
DRS PROJECT NO. 17020