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PUBLIC STORM
EASEMENT OVER
ENTIRE TRACT A; SEE
TRACT A NOTE, THIS
SHEET \
CB 108 96" STORMFIL TER
SEE DETAILS SHEET C22
STA. 51+74.93, 11.38' L
RIM 421.71
12" lE IN 40Z OO (N)
12" lE OUT 405.20 (S)
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SEE SHEET C18
50+00 50+40 50+80 51 +20 51+60 52+00 52+40
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
1
CITY COMMENTS 02.19.19
DRD
104.11.19
YLP
SURVEYED:
JGR
SCALE:
AS NOTED
1
CITY COMMENTS 05.03.19
CYW
06.20.19
YLP
DESIGNED:
YLP
DRAWN:
GIB
ONE INCH
CHECKED:
YLP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
MAJ
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
VERTICAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK
1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-112"
BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE
INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND
STREET, ELEVATION = 363.697 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS
SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET
AND 148TH AVENUE SE., ELEVATION = 454.769 FEET.
BASIS OF BEARINGS•
N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127
AND 1852.
UTILITY CROSSING NOTE:
O UTILITY CROSSING, REFER TO C28 FOR DETAILS
CA TCH BASIN NO TE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION
OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL
REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER
STRUCTURE AND ADEQUATE KNOCKOUT.
BSBL NO TE:
LOT 7 SHALL HAVE ITS BUILDING FOOTINGS DESIGNED BY A GEOTECHNICAL
ENGINEER OR LICENSED ENGINEERING GEOLOGIST, SUCH THAT EXCAVATION OF
THE PIPE (P9) MAY BE PERFORMED WI THOU T NECESSI TA TING SHORING OF
ADJACENT STRUCTURE ON LOT Z
TRACT A NOTE:
UPON RECORDING OF THE FINAL PLAT, TRACT A WILL BE GRANTED AND
CONVEYED TO THE CEDARS AT THE HIGHLANDS HOMEOWNER'S ASSOCIATION
AND AN EASEMENT WILL BE GRANTED AND CONVEYED TO THE CITY OF
RENTON OVER, UNDER, AND ACROSS TRACT A FOR THE PURPOSE OF
CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE
WA TER.
NORTH
GRAPHIC SCALE
0 10 20 30
`1 `mmmi
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 7.5
1 INCH = 5 FT
VERTICAL
R-405417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � •
bbannwarth 07/01 /2019 valmo
'
SURFACE WATER UTILITY
jfarah 07/05/2019
CEDARS AT THE HIGHLANDS 01.29.19
BYPASS EASEMENT FIELD
PAGE:
STORM DRAINAGE PLAN AND PROFILE DRAWING NO:
14120160TH AVENUE SE C 1 7
RENTON, WASHINGTON 98059 SHEET OF:
17 28
3% LJ
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DRS PROJECT NO. 16041