HomeMy WebLinkAboutR-409120z
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UTILITY CROSSING NOTE:
O UTILITY CROSSING
SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS
AS -BUILT
"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 DATE212912024."
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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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NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLA
CB 201, TYPE 1 °d
BI-DIRECTIONAL VANED GRATE \
WITH THROUGH CURB INLET \
STA. 31+95.34, 23.26' L
7 455.29 RIM 1-
1.58-12" lE OUT-05f.66 (W)I I
IE IN-452.-00 (SW)
- I
' I 1
CB 101 TYPE 2-48"
d i STA. 26+10.29, 11.41' L i ° ---nq
�� - r 1
a �.----- =- 298 LF 12" PVC @ P107
-...-° a-r.:----T--- 456.78RIM -7�( )
451. 2 12" IE IN 061.:R6 (E) (AB) 1.54%
4 1. 3: 6" IE IN 46A; z§ (N)
12" lE OUT ^-�;i� (S)
26 00 0 ` 26+91.06
5+00 Ail, 1.31%
- - L _ 35 LF 12" LCPE @-1.-8,;X (P201)
I� 222 - _ - - 12.65% R AD A
LF 12" LCPE @ �z �330 (P2) , AB
1
i , 24 LF 12" LCPE @ h930 (P101)
d CB 1 TYPE 2-48"' �V d
I
° d i STA. 26+ 10.29, 12.93' R
(/� Q 456.72 RIM ° . d_ - _ _ i ._ ;. CB 301, TYPE 1
,56,� 12" lE IN-9�(W) -_ --f- 1 Bl-DIRECTIONAL VANED GRATE
1 1� a50.8 12" lE IN (N) t� WITH THROUGH CURB INLET
�V 450.99 12" IE IN �1-99- (E) / I �i STA. 31+64.58, 22.88' L
.3 18" IE OUT +56.69 (S) / 3 . 2.�4%I RIM- §.9! 5 .16
3rLF 12 LCPIIn z 93LI(P/'� 12 /E OUT k5 .96-(W) 451.93
----- -
n 1
25 LF 18" LCPE @ "gym (P1)-` --- ��-------- a
AB ' ,'�-J-------'-------U----------- ---- ----------------- I �.
9 / VAULT INLET,-- ---------------------------- I \�
----------- -
J STA. 26+07.29, 37.50' R
�I ---------------+F 18" IE- IN 59• N 1 11
In
'{---------��----------'---4'2-----------1-----fl-------------------
I II II � II I I a
2----------IL--------'---------A1------------ j------ -------------------
I - ----- II r II i II I
O A
-----------j-------LI------------------ i a
i I /�f'IC1 jA----- i---------- II r II I I
II !-------[I------------------- a.
S ORM DRy4/AGE II II
i II II i--------II-------------------
------
------- II r II , I
- -------
T II II II-------------------
----------------- ----------
ii ;;
450
445
- _ EXISTING GRADE
PROFILE 0 j OF ROAD
F/NLSNFn l:RdnF
7
cv
to
24+80
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423 N
25+20
PROFILE 0 47 OF ROAD
25+60
FINAL AS-BUILTS COMMENTS 2.28.24
REVISION
L.P. ELEV = 455.40
L.P. STA = 26+44.88
PVI STA = 26+2Z29
PW ELEV = 454.98
A.D. = 13.50%
K = 4
- 4
34
35- LF 12" LCPE
@ nZ" 8m (P301)�
2.74%
AB
CB 1 TYPE 2-48
35 LF 12" LCPE
STA. 26+ 10.29, 12.93' R
@ (P201)
456.72 RIM
AB .31
450.741 12" IE 1N061--69- (W)
24 LF 12" LCPE
450.85 12" IE IN 060.99- (N)
@f.tq:30.- (P101)
450.99 12" IE IN-46;.199- (E)
2.86
450.34 18" lE OUT-+56.56- (S)
AB
25 LF 18" LCPE
CB 101 TYPE 2-48"
@ggc (P1)
-STA. 26+10.29, 11.41' L-
20.0 .'E'
456.78 RIM -�fr. 69-
451.1� 12" IE IN =�T (E)
451.13 6" lE IN err (N)
451.0612" IE OUT -6; R6 (S)
ROAD A
26+00
YLP 02.28.24 YLP SURVEYED:
-DESIGNED: YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR APPROVE
26+40
CB 201, TYPE 1
BI-DIRECTIONAL VANED GRATE
WITH THROUGH CURB INLET
STA. 31+95.34, 23.26' L
RIM-069, 1';455.
12" lE OUTk5�-E9-(W) 45 ,58
-6" IE IN 452.00 (SW)�
CB 301, TYPE 1
BI-DIRECTIONAL VANED GRATE
WITH THROUGH CURB INLET
STA. 31+64.58, 22.88' L
RIM- . P!P 16
12" IE OUT --06:F.66 (W) 451.93
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
26+80 26+90
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
445
C TY OF
RENTON
Planning/Building/Public Works Dept.
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
R-409120
IN COMPLIANCE WITH
CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
ROAD A STORM DRAINAGE PLAN AND PROFILE
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DATE:
09.05.19 �
FIELDBOOK:
PAGE:
nRAWIN(: Nn.
16210 SE 134TH STREET C20
RENTON, WASHINGTON 98059 SHEET: OF:
20 41
DRS PROJECT NO. 17020