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PERT/CAL DATUM
NA VD 88
BENCHMARK
FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE.
CITY OF RENTON 1184J
ELEVA TION = 425.16
BASIS OF BEARINGS
N8854 30"W BETWEEN CITY OF RENTON MONUMENTS 1843
AND 0057.
CB I (PRIVATE)
STA. 252f83, 56.07' L T
TYPE 1, SOLID LOCKING t1D
RIM 366 4-3 368.16
12" IE IN 36f 28 (5) 365.24
6" /F IN 364-7- (E) 365.71
8" +-P-L IE OUT36428 (W) 365. c
SDMH, TYPE II
RIM EL=366.32
6" CLAY(NW)IE=362.67
18" CONC(NE)IE=362.72
18" CONC(SW)IE=362 ,
w w
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o/
SD /SD
DER ASBUILTS
\ 4?
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I
WALL IS0.5'S
&0.27'WOF
PROPERTY /
CORNER ( /
1.5' WIDE FOOTING
I I
I 14' WIDE BY 47' LONG
I SY 5' DEEP LIMITED
A11F/L TRA 77ON DRY WELL. N. A. I \
/ SEE DETAIL, SHEET C4.33
8" co I \
ss- / o I % (ROOF DRAIN) I \
/ - 3EF 8" CPEP I / RIM zW-k 93 371. 89 I \
8" IE 368.68 N.A. CB X(PR/VATE) I \
/ / I 8" IL 368.68 TYPE 1
RIM 377f59- 37160 ( \
8071 / 6LF 8 CPEP I I 8" 1E zwe 6t ( 369. 7�
-36 . / 0 0..0000N. I 16 CB PRlVA1E I
8"PVC - 8" lE 367.3 ®B B65>r TYPE 1
/ O N. A. /O� I 0.0 143 RIM 97�17-7 J71. 78,z�,
8" lE IN 36859- (NI('t3�69. 48
30 26Lf1C- 00 l / •,. P';:','.% ) 8" IE OUT 3., 68..1'' (NW) 369.23
0.0293 0 /
/( IVATE) / Cff
CB 804 (PE
41 RIMI1EL=J66.95
6" CONC(�1)IE=364.40
8"PV NE)IE=364.15
6"C C(SE)IE-364.00 C0
CB 805 T' 8" I
C9 RIM L=366.61
12"CON(/N)IE=363.69 a
12°CO C(S)IE=363.66
a 49
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LOCATIONS CD T
PER
SBUILTs / 2 AF 12" C-900
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SD SD SD SD \
SDMH, TY II j -SD G
RIM EL=366. 9
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-G 8" CONC(SW)IE=361. 4 �05
12" CONC(ESE)IE=359. 9 -G CDG G
12" CONC(E)IE=359. 9 cn
12" CONC(W)IE=3 .09
c.1 SDMH, TYPE II
/ RIM EL=366.39
GO8" CONC(SW)IE=361.54
2" CONC(ESE)IE=359.49
U) 12" CONC(E)IE=359.29
12" CONC(W)IE=359.09
SSMH #5498
RIM EL=366.57 /
1 ' VC(NE)IE=358.36 '
"PVC(SW)IE=358.22
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'ESMH #5467
- RIM E4--366.6
18"PVC(NE)IE=358.52
18"PVC(SW)IE=358.42
EX TREE
-370- \J0 TO REMAIN I
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RIM EL=366.89
12"CONC(W)IE=364.30
L ,0 L (PRIVATE) f
STA. 252*91, 34. 60' L T
TYPE 1 SOLID LOCKING LID
RIM 968.-98 368.93
12" IE IN 36485 (E) 365.83
12" IE OUT364.-85 (N) 365.68
/
AD
SOLI� ROUND
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. . i 368.50 • i •
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RIM
RIM EL=374.71
CB 2A (PRIVATE) PER ASBUIL-I
STA. 253*99, 34.60' LT
8"CMP(NW)IE=370.11
STA. 253f53, 34.60' LT
TYPE 1, SOLID LOCKING LID
6"CONC(SW)IE=369.96
TYPE 2-48; SOLID ROUND LID
RIM 97 372.52
12"CMP(S)IE=3
67.11
RIMS 371.12
12 If IN36890 (N) 367.70
8°CONC(S)IE=367.08
8"CMP(N)IE=366.81
7.08
12" IF IN36516 (E) 366.30
12" If OUT 368.-30 (W) 367.66
18"CONC(E)IE=366.69
12" If OUT 36516 (W) 366.17
18"CONC(W)IE=366.61
SURVEYED: SCALE:
ROBERT WEST
DESIGNED:
G/NA BR00
DRAWN:
DA VID VAUGHN ONE INCH
CHECKED: AT FULL SCALE
G/NA BROOKS IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
G/NA BROOKS
CONSTRUCTION RECORD
DRA WINGS
THIS CONSTRUC77ON RECORD DRAWING /5 A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY CORE DESIGN, INC. AND
HAS BEEN EDITED TO REFLECT ASBUIL T CONDITIONS.
THE INFORMATION PROVIDED ON THESE RECORD DRAW/NGS
/5 A COMB/NATION OF FIELD SURVEY /NFORMAT/ON AND
DOCUMENTED FIELD REVISIONS.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
R-4111no
CITY OF
. •
RENTON
Planning/Building/Public Works Dept.
SCALE: 1" = 20'
0 10 20 40
STORM LEGEND
STORM PIPE
STORM STRUCTURE
STORM SERVICE
STORM PIPE FLOW ARROW
STORM VAULT EXTERIOR WALL
STORM VAUL T INTERIOR WALL
EXISTING STORM PIPE
ASBUIL T NOTE. -
ALL INFRASTRUCTURE APPURTENANCES ASBUILT ARE INDICATED
WITH DESIGN INFORMA7ON LINED OUT AND ADJACENT ASBUILT
INFORMA7ON ADDED. ITEMS NO7ED AS IN. A. " WERE NOT
ASBUIL T.
R• BR ��
\�P•oF...•y� CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE W
i Z• PLANNING '
• 36478 DESIGN SURVEYING W
•�
FS TONAL �NG\��� CORE JOB NO18227
12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 Q4
2/3/23 (DESIGN ONLY)
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
W
DAM
KIDDIE RESEARCH DA YCARE CENTER MAR. 2020
3123 NE SUNSET BL VD nELDBOOK:
RENTON, WA 98056 PAGE: O
DRAWING NO:
C4.OZ
STORM DRAINAGE PLAN SHEET: 9 0F: 21