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SE 1 /4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E
SEE SHEET C16 , W.M.
LO
�CB 7, TYPE 1 GEDARS A T THE HIGHLANDS ° ,T
I J .------------------
STA. 22+74.89, 19.61'R- - - - - - - - - - -_-- -- - - TA 061'L
/ / � A L INLET,
S . 15+05.22,
I I ° RIM 431.56 CB 12 TYPE 2-48" - \
°� \\ 15"1E41Z75
O % 6" lE /N 429.50 (NE) _ 6 0 PERFORATED PVC
-12" lE OUT 429.50 (S) (SOUD LOCKING LID) I - - _ _ TI \ " \
° STA. 10+13.63, 6.00' R - ° .- VAULT FOOTING DRAIN \
RIM 431.63 ° - ° CB 104, TYPE "
30" lE /N 423.90 (N) - -STA. 12+08.36, 12.17' L-'
- = , 12 VENTILATION PIPE T1P.
4" ACCESS RIN
_ _ I 2 � �\ 30" lE OUT 423.90 (E) " RIM 427.15 ° . o a a - - � - \\ = �-� � _� _ AND 2LlD (SEE STRUCTURAL
2 6 /E IN 425.00 (N) 1 ° -° - - = PLANS FOR DETAILS) \
12" lE OUT 425.00 (S) -- _ = - - - 41u /
_ 41 LF 12" LCPE ®1.10.t (P6) 1 00 24 LF 12" DI ® 1.03X (P104)
°
12+00
- °
L
` STA. 13+81.103 1 T L CB 1 TYPE 2-48"
aCIS (/� I 202 LF 30 PVC ®1.14% P12 6 - _ a
ELM\_ RIM 424.11 , ° STA. 14+82.08, 39.54' R S
7 ° o ' - -d THRU CURB INLET 1 5
6" lE IN 422.00 (N) \� ° O \ / I ;
4 - _ \
I
= 149 LF 12" LCPE ®1.64% (P5) I \ ,
z 13f p \ , RIM 421.46 " \
Q , 12" IE OUT 42200 (S) 15" lE IN 418.21 (W) �\
-- 0
J I 30" '
°° 8 LF P► C ®1.7 v 6" lE IN 418.21 (S) + � �; ;
1X Pll 24 LF 12" Dl ® 1.03% (P103) -- \',
° 15"IEOUT418.21 N 11 \" �4.
r 7
O
2 "
- L - F 46 LF 15 LL9P/ ®,0.99% P1 .
°
- CS 5, TYPE 1 a° e . - a. - - - - - - - - a . °. ° ° ° CPE- ® 14+ _ 12 L 9 00 ( )
c� I I ° - CB 11 TYPE 2-48" a 168� P
v I CB 6 TYPE 2-48" STA. f0+59.15, 1217 R CB 4, TYPE 1 ° _
STA. 10+ 19.13, 19. 97' R R/M E IN 4 I (SOLID LOCK/NG L/D) ° 147 LF 30 PVC ®3.17Z P10 , - _ _
° STA. 12+08.36 1217 R STA. 12+ 15.81, 5.82' R - a e " 12 \
RIM 431.10 12 /E IN 426.45 (W) RIM 427.15
_.-----------_- " RIM 42Z21 a _ /� 10 •� ~
L1J I I ° 12" lE IN 426.90 (S) 12" lE OUT 426.45 (E) - T' _ - - - - - - - - - - 12 /E IN 424.75 (N)_ 12 LCPE ®1.95X P3 a �
I 12" lE IN 428.10 (N) 1 12. lE IN 424.00 , - J = - _ _ 30" lE IN 421.60 (W) s -. O ( )
" 6 /E IN 424.00 (S) L 30" lE OUT 421.60 (E)
12 /E OUT 426.90 (E) - _ 0
° " 12" lE OUT 424.00 (E) P4
II 39 LF 12 LCPE ® 1.03% (P106) v - I 1 ° ° /.. a \ °
c ' 4-CB 10 TYPE 2-48" _ -- CB 3, TYPE 1
�. STA. 13+81.42, 12.17' R _
(SOLID LOCKING LID)
I I C I STA. (SOLID
L C G L R - RIM E IN
12�O / STA' 21 +906, YP1 1 15.17 R - - / 30 /E /N 4I 42490 - _ _ _ _' � 12" lE IN 421.10 (W) CB 2, TYPE 1 CB 9 TYPE 2-48" \ \
Q RIM 430.38 - _ ' / "" - -6""1E IN lE IN 421.105(()) - - - STA. 14+55.5RIM 422,54 \ ,
" ' 30 /E OUT 418.90 (E) " - " STA. (SOLID10.58�1 LOCKING UD) / / � \
36.86 R [ �,
1 12 /E OUT 421.10 (E) t 12 /E IN 419.50 (W)- - RIM 421.99
0 12 /E OUT 427.30 (N) -' 15" lE OUT 419.25 (E) -- -30" lE IN 414.25 (W)_
W I I ,
U I i` l I Il 30" lE OUT 414.25 (SE) 1
34 LF 15" LCPE ® 3.08% (P2) 1
II
M
WU
O
�4 a
12" SDII WA 3 II
Q
CROSSING Q
CLEARANCE 2.39 to
440
0 ^
2 SD 30" SD Y N
4
440
cis
OSSING
N o oMEARANCE
2.1 4l
o
W M
+ `*
o
W
SD
12" 16" WA CASING
5
I
cV II
CROSSING
o�
435
Q Q W
CLEARANCE
N
435
12" SD " SS 6
II
12" SD 16" 104 CASING
-2. OR'
CLEARANCE 4.68
a
y
EXISTING GRADE AT
CROSSING 8
CLEARANCE 0 50
11 15" S0 12 WA CASING
CROSSING
Y
R.O.W. CENTERLINE
CLEARANCE 0.50
12" 50 0" SD7
m
" "
12 SD 8 S 9
-222X
CROSSIN
CLEARANCE 0.53
_ _ _tu
I
NISHED GRADE AT
CLEARANCE 486
- 12 15tkv8w SS
CROSSING
4M
--____
---
p
O. W. CENTERLINE
CLEARANCE 3.2
0
------
1 SD��
------------_--_
149 LF_12"-tCPE-d'a-
f.�4�`7P5j------
-------
___ -- ------ -----
�"
COS
13 15 SO 0" SD
---------__
CLEARANCE 057
CR SSING
-----------
--------------------
CLEARANCE a48
425
202 LF 30"
PVC ®1.14X (P12)
------
17
LF 12"
`-__ - .25X
'-------------
425
LCPE ®1.68X P4) (
_ -
-
-- rt
82 LF 12" LCPE
®.----------- --------------- I
195X (P3)
nn
__--
420
-- --
420
8" WA 30" SD
CB 5, TYPE 1
8
PROPOS SAN/TARP SE
147
'�� PvC I I 0
2
STACROSSING. 10+59.15, 12.1 T R
®3.17
X (P10)
CLEARANCE 0.88
I
RIM 430.46
12 /E IN 426.45 W
--
12" lE OUT 426.45 (E)
--- -- --------------
J
3p..A
415
CB
STA. 12+08.36, 12.17' L
-
-
41 LF 12" LCPE ® 1.10% (P6)
RIM 4 7.15
CS 103, TYPE 1
9J
6" lE IN 425.0 (N)
STA. 13+81. 2, 12.17' L
CB 6 TYPE 2 48"
12" lE OUT 425. (S)
C6 11 TYPE 2-
"
RIM 424.11
2
CB 2, TYPE 1
STA. 14+55.59, 18.54' R
STA. 10+19.13, 19.97' R
24 LF 1 " DI ®1.03% 104)
(OLID LOCKING
D)
12"llEIOUT 2.00 (S)
lM 422.54
12m �F 50
410
431.10
12+ 15. ,
(W)
- 410
12" lE /N 426.90 (S)
RIM 42Z21
24 LF 12" D ® 1.03% (P103)
15" IE OUT 419.25 (E)
12" lE IN 428.10 (N)
CB 4, Tl E 1
30" lE IN 421.60
(W)
CB 9
TYPE 2-48"
12" lE OUT 426.90 (E)
STA. 12+08.36, 12. 7' R
30" lE OUT 421.60 (E)
CB 3, TYPE
34 LF 15" LCPE ® 3.08% (P2)
(SOU
LOCKING LID)
RIM 4 7.15
CB 10 TOE 2-48"
STA. 13+81. 2, 12.17' R
STA.
5+10.58, 36.86' R
CB 12 TYPE 2-48"
12' EIN 424.7 (N)
(SOLID LOCKING LID)
I RIM 424.11
CB 1 TYPE 2-48al
RIM
1.99
405
(SOLID LOCKING UD)
)
STA. 13+73.96, 5.88' R
12" lE /N 42 0 (W)
RU CURB INLET
30" l
IN 414.25 (W)
405
STA. 10+13.63, 6.00' R
" lE IN 424.00 (S)
RIM 424.43
12" lE IN 42.75 (N)
STA. 14+82.08, 39.54' R
30" 1E
OUT 414.25 (SE)
RIM 431.63
12- E OUT 424. (E)
30" lE IN 418.90 (W)
6" lE IN 421.10 (S)
RIM 421.46
30" lE IN (N)
30" lE OUT 418.90 (E)
12" lE OUT 1.10 (E)
15" IN 418.21 (W)
T 42J.
30" lE OUT 423.90 (E)
6" l IN 418.21 (S)
46 LF 15"
LCPE ®
0.99% (Pl)
.SE
141 ST
PLACE*
15" lE OUT 418.21 (N)
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10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60
VER TI CAL DA TUM. BASIS OF BEARINGS • BENCHMARK.
NA VD 88 PER CITY OF RENTON VER TI CAL CONTROL
CA TCH 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.
1\
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
J_ PIEDI
�O of WAsyl SC
3232
GITSTS
�SSIONAL
b�p•lg
N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127
AND 1852.
UTILITY CROSSING NOTE:
X UTILITY CROSSING, REFER TO C28 FOR DETAILS
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
1 CITY COMMENTS 05.03.19
N0.
REVISION
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
14+00
14+40
0 10 20 40
1 INCH = 20 FT.
SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET HORIZONTAL
AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. NORTH 0 2.5 5 10
DRD 04.11.19 YLP SURVEYED:
JGR
CYW 06.20.19 YLP DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR APPROVE
GRAPHIC SCALE mommi
0 10 20 40 1 INCH = 5 FT.
VERTICAL
1 INCH = 20 FT.
SCALE:
VERTICAL: NAVD 1988
C T Y 0 E
AS NOTED HORIZONTAL: NAD 1983/183/1991
RENTON
ONE INCH DATUM
AT FULL SCALE awe Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
T
T
O
O
O
,
2
W,
�O
O
O
I
T
14+80 15+20 15+60 (n
R-405415
Z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
DEVELOPMENT ENGINEERING
bbannwarth 07/01 /2019 _
LU
SURFACE WATER UTILITY _
jfarah 07/05/2019 ~
DATE:
CEDARS AT THE HIGHLANDS 01.29.19
SE 141 ST PLACE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: 12�
PAGE:
DRAWING
14120160TH AVENUE SE C 1 5 0
RENTON, WASHINGTON 98059 s"EET: 15 OF28 U
DRS PROJECT NO. 16041