HomeMy WebLinkAboutR-405418Ld
0
LU
I-
VJ
z
J
-17
W
a
U)
rr
Q
LU
U
SE 1/4 SECTION
14,
TOWNSHIP
23 N, RANGE 5 E, W.M.
CEDARS
A
T THE
HIGHLANDS
SD OUTFALL, RIP RAP
OU7FALL PR07EC77ON
8.5x12 x2'
STA. 33+9ZJ5, 15.36' L
30" 1E 401.00
'--- - -400 -------- Yf _ 25 LF 30" PVC ® 0.79X (P8A)-
'�
SLOPE
400- (SOLID LOCKING LID) `...CB BA TYPE 2-48" AVG. 5% CHAN
eL
--------- ---J1
- ------ STA. 34+14.60, 3.00' R _ ----- -410
--------------- -402--
I--------------------- - -----------------4R/M 409.38 ---- ---
---406------------------ -----------------30" 1E IN 401.20 (N)-_--- -
---------------- 40 --------------e30" 1E OUT 40120 (SW)
AVERAGE W/D7H 5'
AVERAGE DEPTH 6'
1: 1 SIDE SLOPES
7
ACCESS RING AND LID
EE STRUCTURAL PLANS
FOR DETAILS)
2-48"
VG LID)
6.92' L
RIM 420.69
12" 1E IN 405.00 (N)
30" lE IN 403.50 (NW)
30" 1E OUT 403.50 (S)
'6-
SEE SHEET C17
/
/ O
-IMA-M
I.F 12" LCPE I
� FTR
EA/
/ � G
i
PERFORATED PVC
VAULT FOOTING DRAIN
VAULT OUTLET,
STA. 37+90.13, 35.29' L
12" 1E OUT 40Z50 (SE)
'HWF ____---
�8 LF 12" LCPE ® 0.00X (P308)
\ .CB 208. TYPE 2-54"
�WTH CONTROL STRUCTURE
34+00 I -SEE DETAILS SHEET C20
307 LF 30" PVC ® 0.75X (P8) 36+00 , 37+00
38 \ +00 STA. 37+86.17, 27.99 L 39+7XJ
® R�6 RIM E N8� -r-�
:...:...:...:....._...........:...:...:....... --- X :.:._.......� - - - _ _ `�, CB f08 96" STORMFlLTFR .50 (NW)-X X / ;+
. SEE DETAILS 12 /E )
. . . . i'.:.:.:.:...:...:...:.:.:...:...:...:.:. x SHEET C22
/...
2 10.95 L y; X
�. ::::
..........
h
RIM 421.71
- -...........................................................r.......................... .1 -
12" IE lN 407 00 (N)
12- IE OUT S
18 LF 12" LCPE ® 1.14% (P108)
425
425
EXIS77NG GAADE
AT
---------
R.O.W. CEN
RUNE
. -- ---- --------- ----
------- _--
420
420
15
---------
---
415
1 LF 12" LCP 0 0.98X (P208) O
I
307 LF 3
" PVC ®0.75X
(PA)
'-�5---
" PVC
5
® 6.7 X (P8A)
- -
- -
CB 108 96" STORMFlL 7FR
- - - -SEE
DETAILS SHEET C22
- - -
- _
_ - - -
STA. 37+38.28, 10. 95' L
-
- -
_ _
- - -
- _
RIM 421.71
400
_
_
CB TYPE 2-48"
i2m
- - -
- - -400
SOU LOCKING LID)
12" lE OUT 405.20 (S)
--
--
----
STA. 37+2.96, 16.92'L
RIM 420.69
12" 1E IN 405.00 (N)
CB 208 TYPE 2-54"
�-
30" IE IN 403.50 (NW)
I01H CONTROL SIRUCTURE
"
30" IE OUT 403.50 (S)
SEE DETAILS SHEET C20
395
C6 8A.
STA. 7+86.17, 2Z ' L 395
SD OUTFA
RIP RAP (S D LOCKING JLI
STA. 34+14.6a
RIM 422.88
OU7FALL
PR07FC710N
O'R
18 LF 12" LCPE ® 1.14X (P108)
12 /E IN 40Z50 (W)
8.5'X12'X2' RIM 9.
12" IE OUT 40Z50 (S)
STA. 33+97.3
IN
30" 401.20
1L IE
(N)
/M 42105 30" IE OUT 401.20
R 421.
(SW)
162ND A IIENUE SE30"
1E IN
401.00 (NE)
cQ
Ln
O)
Q)
_
N
N
1
<r
Ld
c6
cfl
Od
a;
O
O O
O N
C
d0
33+60
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
34+00
34+40
L. PIED
()F WAS)I,
W
3232
is
b�p•lg
34+80
35+20
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
35+60 36+00 36+40
1 CITY COMMENTS 02.19.19 DRD 04.11.19 YLP SURVEYED:
JGR
1 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
N0. REVISION BY DATE APPR APPROVE
36+80
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
37+20
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
37+60
38+00
% C TY 0
RENTON
Planning/Building/Public Works Dept.
VERTICAL DA TUM:
1
/
/
/
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
CATCH BASIN NOTE:
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.
R-405418
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 07/01 /2019
SURFACE WATER UTILITY
jfarah 07/05/2019
DATE:
CEDARS AT THE HIGHLANDS 01.29.19
FIELDBOOK:162ND AVE SE
PAGE:
STORM DRAINAGE PLAN AND PROFILE DRAWING NO:
14120160TH AVENUE SE C 18
RENTON, WASHINGTON 98059 SHEET OF:
18 28
3%
U
OD
T
O
T
I
Q
J
L•
U)
0
z
a
J
V
W
a
U)
0
W
U
DRS PROJECT NO. 16041