HomeMy WebLinkAboutR-400615NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
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BETHANY CORNER
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DISCHARGE TO EXISTING DITCH
STA. 32+89.24, 0.00' R
6" IE 419.31
EASEMENT (TYP.)
TRENCH DRAIN CO,
STA. 30+34.47, 0.01' L
RIM 424.86
6" IE OUT 420.58 (W)
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F/N/SHED GRADE AT
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PIPE CENTERLINE
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EXISnNG GRADE AT
PIPE CENTERLINE
425
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425
420
6
__77 - --------
------------------
255 LF 6" PERF PVC ® 0.50% (P17)
---------------
---------------- 77� ----------------
415
415
TRENCH DRAIN OUTLET, BEVELED END
EXIS71NG 8" SEWER
TRENCH DRAIN CO,
SEE DETAIL SHEET C15
DISCHARGE TO EXIS71NG DITCH
MAIN ALONG SOUTH
STA. 30+34.47, 0.01' L
STA. 32+89.24, 0.00' R
PROPERTY LINE
RIM
6" 1E 419.31
lE OUT 420.58W)
6" (W)
410
410
405
405
SOUTH /N TERCEP TOR TRENCH
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,lVIT,ND,OR,WA)
33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00
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612512021
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE:
SPF VERTICAL: NAVD 1988
83/1
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss,
9 1 REVISED FRONTAGE PER CITY COMMENTS I JSM 1.15.21 1 JSM
10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN:
CWA ONE INCH DATUM
11 RECORD DRAWINGS JSM 6.25.21 CHECKED:JSM awe, v
AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
MAJ
BASIS OF BEARINGS:
N01 "47"08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE
NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640.
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT
WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH
AVE SE AND SE 168TH ST.
ELEVA RON = 459.078 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT
WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY"
ELEVA RON = 466.086 FEET.
AS -BUILT
NO AS —BOIL T INFORMA TION ON THIS SHEET.
"I CERTIFY THAT THE 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 DA 7F• 051181202 1. "
BEVEL END OF PIPE AND
INSTALL CORROSION
RESISTANCE WIRE SCREEN
HAND PLACE QUARRY SPALL
RIP —RAP MIN 1' THICK TO
PROTECT PIPE OUTLET AND
EX CHANNEL FROM EROSION
CLEAR AND CHANNELIZE
EX DITCH AS NECESSARY
TO DIRECT FLOW TO EX
CULVERT INLET
FINISHED GRADE
MAX SLOPE 2: 1
6" TRANSITION
COUPLING
6" DI PIPE
NATIVE SOIL
IN TERCEP TOR TRENCH OU TFALL DETAIL
NTS
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
C TY OF
=� RENTON
Planning/Building/Public Works Dept.
IN TERCEP TOR TRENCH
SEE SECTION A, SHEET C12
6 " PERFORATED
P VC
L
R-400615
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
BETHANY CORNER FIELDB:.29.1 V
STORM PLAN AND PROFILE z
(SOUTH INTERCEPTOR TRENCH) PAGE:
DRAWING N0: T
16433 & 16451 111 TH AVENUE SE C15
RENTON, WASHINGTON 98056 SHEET 15 OF: 19 MW
W
DRS PROJECT NO. 16062