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REFERENCE LINE
SEE SHEET RD-03
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON
THESE PLANS HAS BEEN PROVIDED BY
CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO
LIABILITY AS TO THE ACCURACY AND COMPLETENESS
OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN
WHAT IS SHOWN ON THE PLANS AND WHAT IS
NOTED IN THE FIELD SHOULD BE BROUGHT
IMMEDIATELY TO THE ATTENTION OF THE ENGINEER.
I �
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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FINISHED GRADE
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--1.95%-----
STA 3+15.83, 7.36' RT
RIM=409.36
IE=404.93 8NE,W
IE=40.94 6"0S
CB-6 A, TYPE 1
0
6" MINIMUM SEPE ATION
BETWEEN STORM PIPE AND
WATER MAIN AT CROSSING 2 59%
61 LF. 12", SD ® 0.59
0
0
TRENCH DAM,
SEE DETAIL
THIS SHEET
-TRENCH DAM,
SEE DETAIL
THIS SHEET
CB-15, fYPE 2-48" 0
W/SOLID I LOCKING LID
INLET-6 -
STA. 2+53.42, 2.5 RT - }F-f
RIM--488.14 RIM=408.25 "
I LET-5 CONCRETE INLET
TA. 2+48.42, 7.5 LT I LET-7 CB-7,
RIM=408.36 TA. 2+98.59, 6.9 LT STA 3+52.74, 9.21' RT
RIM=409.18 S RIM=40 .91
CB 6, CONCRETE INLET - IE=406.58 6"O) S
'
' STA 2+43.95, 9.54' RT - IE=405.91 W
- IE=406.82 12 O) E
RIM=407.98
IE=403.86 lr S
IE=403.79 6"N
IE=403.30 870 W,E
45 L.F. 8 PVC 01.94% DRIVE A
SCALE: HOR: 1" =20'
VER: 1" =10'
raj O N "C� A CC' n^j�
2+50 3+00
15 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
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TRENCH DA
SEE DETAIL
A 4+14.03, 8.14' RT
RIM=411.35
K- IE=407.18 (1ZO) V1,SE
EXISTING GRADE
AT DRIVE AISLE
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FINISHED GRADE
AT DRIVE AISLE QL
3+50 4+00 4+50 5+00
0 AS -BUILT DRAWINGS MEV 12-13-18 SURVEYED: LDC SCALE:
VORONfAL:.�HAD ;�i,�,
DESIGNED: AS NOTED NORIZ
MEV
DRAWN: NC I ONE IN DATU M
CHECKED: AT FULL SCALE
MEV IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
440
420
400
1' MIN FROM
PAVING
SURFACE
J80
J60
CITY OF
RENTON
Planning/Building/Public Works Dept
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NOTE J
SEE SHEETS DT-01 THROUGH DT-03 FOR STORM
DRAINAGE NOTES AND DETAILS.
LEGEND
STORM PIPE
SEWER PIPE ~
Ln
WATER PIPE C)
C)
� CHECK DAM, SEE DETAIL SHEET DT-01 00
PERVIOUS PAVEMENT I
PROPOSED ASPHALT T
0
PROPOSED GRIND/OVERLAY �
n�n, in,n HOARSE MATERIAL
BACKFILL UNDER
VEMENT
CH SIDEWALL
CH DAM COMPACTED
IAL TILL, CDF OR SIMILAR
PERMEABLE MATERIAL
M OR WATER PIPE
TRENCH DAM DETAIL
SCALE: NTS
AS-BUILT M
DRAWINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPEC/AL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
ROAD AND STORM DR41NAGE PROFILES
R-396213
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DATE: V l
FIELDO0•- O 8 - 17
PAGE R
GRAWNG NO:
RD-04 Z
SHEET. 3P 123