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CB #3
40 LF 12" CPEP @ 0.60%-,,,,
.g \
Ga -CB ##2
1 MP0 F�kiA Y A LT
T T SITI�dIiil
4 LF 1 " CPEP @ 0.60%-,,,,
68+00
STA:68+34.48, 0.00'
ENDIMPROVEMENTS
CUT AND PATCH PAVEMENT
3 PER CATCH BASIN
REPLACEMENT
C3.10
395
C•1
385
380
375
(SEPARATE PERMI
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49 LF 1 " CPEP @ 5.00%
57 LF 12" DI,CJ[5� 42%�
4,L
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CB #9 / 389 390 m
/ 391392393 nn�-i. /
I \/S`0' 31'04"VV/
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REPLACE CURB AND GUTTER PER( 2
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CATCH BASIN REPLACEIVIENT C3.14
CB #1
�' 2 �
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REPLACE PERPENDICULAR
VV1 1
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C °° =
154TH AVE SE STA: 70+00 =
SE 5TH PL STA: 16+54.52
CURB RAMP PER m
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CATCH BASIN REPLACEMENT C4.0 C3.14
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TEMPORARY
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�4TH VIE E ; STA: 'f+68.89,'0.00'
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TA: 71 +68.
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49�F
CB
#9, TYPE
7
/SCUPPER
2
806,0
S
A: 70+45.1 E,
18.50' LT
3.3
i
°
R
IE:
37 LF 12'
IM:390.19
_
SW)
387.19 12"
/
CPEP @ 6.43%
O
CB #8, TYPE 1
2' LT
o-
STA: 69+11.51, 11.
RIM: 85.26
IE: 38
.26 12" (N)
CB #7, 48
TYPE 2
STA:
69+68.54
1.08' LT
_
RI
I: 387.40
IE: 381.31
2" S
CB #6,
48" TYPE 2
IE: 381.31
2" (NW)
STA:
16+19.84, 11
40' LT
CB #1, TYPE 1L CB
#2, TYPE 1
RIM:
87.83
STA:
68+40.95, 1
.05' RT
S
A: 68+43.76,
11.92' LT
IE: 3713.84
12" (W)
RIM:
382.40
RI
: 382.61
IE: 3713.84
12" (SE)
EXISTING
IE: 378.40
8" (N)
IE
378.51 12" (N)
IE: 384.83
12" (NE)
EXISTING
IE: 378.97
" (E)
IE
378.51 12" (E)
PROPOSED
IE: 377.87
8" (S)
IE
378.51 4" (N)
PROPOSED
IE: 378.37
2" (W)
IE
378.51 4" (E)
EP @ 0.60%
EXISTING GRADE ELEVATION
24 LF 12" C
AT CENTERLINE
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67+75 68+00
09/10/2024
68+50 69+00 69+50 70+00 70+50 71+00
154TH AVE SE PROFILE
SCALE: H:1 "=30', V:1 "=3'
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
400 TOP OF CURB
FLOW LINE -�
395
390
385
380
375
370
71+50 72+00 72+50
SURVEYED:
DESIGN / RI
2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB
1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
§K/ MW
NO. REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
STORM NOTES
1. CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2. CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10.
3. DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW
CORNER OF LOT.
4. CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2.
MODIFIED CONC CURB & GUTTER
FLOW ROUTING CONCRETE MOUND
CONIC CURB & GUTTER PER STD
A
CURB DRAIN CUT OPENING
SCALE: NTS
12" 18" 12"
SECTION A -A
SCALE: NTS
CURB CUT
NOT TO SCALE
k
RE & GUAR
CURB CUT
STL. FRVE AND GPATE
SCUPPER AT CB
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
A
PLAN
TOP OF CURB
r-FLOW LINE
R-427811
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Surface Water Enginering
J Farah 11 /27/2024 '
DEVELOPMENT ENGINEERING
HHuynh 12/04/2024
DATE:
MAPLE HIGHLANDS 9/6/2024
FIELDBOOK:
PAGE:
AHBL JOB #2221005.10
DRAWING NO:
154TH AVE SE c3.3
PLAN & PROFILE SHEE 11 OF: 39
R- C3.3
CM
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