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(SOLID LOCKING LID)
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RIM 435.95
30 /E OUT 432.01 (SW)
EX. 30" IE IN 432.01 (N)
(SOLID LOCKING LID)
STA. 24+22.47, 13.50' R
RIM 435.18
30" IE IN 429.60 (NE)
30" lE OUT 429.60 (S)
SE 1/4 SECTION
14,
TOWNSHIP
23 N, RANGE 5 E, W.M.
CEDARS
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HIGHLANDS
11 LF 30" DI 021.68% (P15)
43 LF 12" DI ® 3.25% (P7)
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(SOLID LOCKING LID)
STA. 23+31.68, 13.50' R
RIM 432.76
30" IE IN 42Z20 (N)
30" IE OUT 42Z20 (S)
EX. 12" lE IN 429.16 (W)
- - - - - - - - - ,-
CB 7, TYPE 1 L
STA. 22+74.89, 19.61' R
RIM 431.56
6" IE IN 429.50 (NE)
12" lE OUT 429.50 (S)
' (SOLID LOCKING LID)
f I STA. 22+45.93, 13.50' R
RIM 431.63 C16, TYPE 1
o' 30" IE IN 423.90 (N) STA. 21+05.84, 15.17' R
30" IE OUT 423.90 (E) RIM 427.76
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STA. 21+93.14, 15.17' R
RIM 430.38
-12" lE OUT 427.30 (N)
. CB 6. TYPEI 2-48"
STA. 22+31.85, 18.71 ' R
RIM 431.10
12" lE IN 426.90 (S)
12" lE IN 428.10 (N)
12" lE OUT 426.90 (E)
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17 LF 12" LCPE ® 1.17 (P16)
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STA. 20+89.10, 18.39' R
RIM 42Z56 dO
12" lE IN 424.56 (N)
EX. 12" IE OUT 424.56 (S)
(REMOVE EX. 12" TO NORTH _
AND USE EX. KNOCKOUT FOR P16)
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__________ _____ N o 12" SD 30" SD 4
----- -- 12" SD 16" WA CASING + CROSSING
----- -- 1 " A 30" CLEARANCE
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CB 14 TYPE 2 48"
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(SOLID LOCKING LID) CB 106, TYPE 1
STA. 24+22.47, 13.50' R STA. 21+93 14, 15.17' R
RIM 435.18 RIM 430.38
30" lE IN 429.E (NE) 12" IE OUT 42ZJO (N)
30" lE OUT 429 60 (S) CB 13 TYPE 2 48" 39 LF 12" LCPE ® 1.03% (P106)
SOUD LOCK/N LID) CB 6 YPE 2-48"
11 LF 30" DI ® 21.68% (P15) STA 23+31.68, 13.50' R
CB 7, TYPE 1 STA. 2 +31.85, 18.71' R
C1 TYPE 1
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STA. 21+05.84 15.17' R
420
420
RIM 432.76
STA. +74.89, 19.61 ' R RIM 431.10
EX, 2" lE IN 429.16 (W) 12" IE /N 426.90 (S)
CB 15 TYPE 2-1a 30" IE IN 427.2 431.56
RIM 42Z 76
12" lE OUT 424.76 (S)
(N) 29.RIM
(SOLID LOCKING L/D) 30" lE OUT 427.2 (S) 6" lE IN 429.50 (NE) 12" l£ IN 428.10 (N)
" 12" IE OUT 426.90 (E)
12 /E OUT 429.50 (S)
17 LF 12" LCPE ®1.17% (P16)
STA. 24+31.92, 19.35
415
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RIM 435.95 CB 12 TYPE 2-48"
-
EX. CB TYPE 1
415
30" IE OUT 432.01 (SW) 43 LF 12" DI ® 3.25% (P7) (SOLID LOCKING LID)
STA. 20+89.10, �1$ 39' R
EX. 30" IE IN 432.01 (N) STA. 22+45.93, 13.50' R
RIM 427.56
RIM 431.63
12" IE IN 424.56 (N)
60 TH A I/E SE 30" IE /N 423.90 (N)
EX. 12" IE OUT 424.56 (S)
30 /E OUT 423.9 (E)
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25+20 24+80
VERTICAL DA TUM.
NA VD 88 PER CITY OF RENTON VER TI CAL CONTROL
BENCHMARK:
24+40
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 = 365.697 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.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
1'. PIED
()F WASy,
3232
GIs
�SS10NAL
b�p•lg
24+00 23+60 23+20
BASIS OF BEARINGS•
N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127
AND 1852.
UTILITY CROSSING NOTE:
J 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
NO. I REVISION
22+80
DRD 04.11.19 YLP SURVEYED:
JGR
CYW 06.20.19 YLP DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR APPROVE
22+40
`11li10i
21+60
21+20
20+80
20+40
T
T
C)
C)
3% LJ
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
00
VERTICAL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
FbbanLnw,arth
MENT ENGINEERING 0
07/01 /20197011 _
LU
SURFACE WATER UTILITY _
jfarah 07/05/2019
SCALE:
DATE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD ,983/199, C T Y OF CEDARS AT THE HIGHLANDS Cn
3,,160TH AVE SE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK:
RENTON 19
PAGE:
Ir
D19ATUM DRAWING N0: Q
ONE INCH
AT FULL SCALE Planning/Building/Public Works Dept. 14120 160TH AVENUE SE C 16
IF NOT ONE INCH W
SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEET: 16 28 OF: U
DRS PROJECT NO. 16041