HomeMy WebLinkAboutR-42781200 Cn
M I \ I I \DEC
I I � •p CB#14 � ,� ' <:• LLI � / ��\ \ �cl' � \ \ M `� :'I {�'
c� ♦� I 1 (I c6 #21 (n I \ J Cco
V�II I I 0' WIDE PUGET ` / `� / / C� #13 3 CQs f \ O / I NO PARKING ANYTIME
O I Lull I I v OWER EASEMF" / I
CID7 I• 2 \ �
�, _ ( ��
/ >� I� CB #19 I / / \ \ M , - ii' �� \ M\ I \� \ M K
60 LF 12" CPEP @ 0.50% \ o •� \ I
0 I I Q CB #20 / ^ I SE 5TH P�} STA: 12+96.92 = / (� �� + ) - - - - - �� \ \ \ °2y
w 0 v JI 153RD AVERSE STA: 50+00.16 III - I �/ ��� \\ 1 I `\ M I W Q
�r 34 LF 12" CPEP @ 0.$ % /�
I / ,
/ 'II "t-
Pe CREP @ 2.00% 1. \
/ I N - 1r--_-I�--L - __-_ \ \ \
FOUND BRASS DISK WITH / r �: CB #18 C3.8 �� I /� o i \ PC \ STA:15+69.38, 2
PUNCH SET IN CONCRETE
r 1___ 2 12 CPEP 0.50 /o
N
IN CASE MONUMENT. _ 7GRAPAIC SCALE
NO PARKING ANYTIME
O
• • • 1 f 1 If*
_
1" 30 FEET
CB
JY
TW: 384.24J co
Cp 1 I IE 8" DI (S) = 376.10' W: 383.6
I) TW: 384.63 1 _
15 1D AVESE 30 /D. 0- I 152ND AVE SE STA: 29+95.00 = 10" BW: 381.66 8 a.•
152ND ASE � O» � -� � •
ce
RIM 384.97
SE 5TH PL STA: 9+99.24 T
= '
IE 12" CMP (N) = 380.95' UPI BW:
T 383.25 R I
/ 0"
IE 8" CMP (E) = 381.34' I \ / RETAINING WALL UNDER TW: 3 0 101, _
IE 10" CMP (S) = 380.83' -
IE 12" CMP (W) = 380.87' i SEPARATE PERMIT BW: 382.04 386 ,\ R- 3405"
3.00
1 PROVIDE TYPE 31 GUARDRAIL, END TRANSITION L �.97'
I I SPACING PER DETAIL BEGIN STANDARD CROWN TW: 384.89 I \
it I /I I C3.15 STA: 13+27.31, 8.07' RT BW: 382.07
FG: 384.92
�,I I I 1
395
390
385
PROTECT EXISTING
COMM LINE,
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
PROTECT EXISTING -
POWER, CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH. 380
PROTECT EXISTING
WATER LINE,
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
375
370
PVI: 385.01
PVI STA: 10+25.94
PVI: 385.81
PVI STA: 11 +05.51
1 8.33'
-
-
_ 17 21 T SE 5TH PL
RIM = 388.11'
�•`
' 22 LF CPEP @ 0.50%
° °
I
IE 12" CPP (E) = 384.40' o
U
SSMH 6873 N
'a - -�
�f
RIM = 389.76'
.
a'
IE 8" PVC (N) = 381.93'
CB\
T IE 8" PVC (F) = 382.C-
SE 5�STA: 16+575
C
154TH AVE SE STA: 70+00.00
NO PARKING ANYTIM'
/ / \
\
\
�7
/
/
I
CB
RIM = 387.32'
IE 18" CPP (N) = 382.95'
cc
I
\
IE 18" CPP (SE) = 379.02'
_
IE 18" CPP (S) = 379.05'
N
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LO
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395
K: 10.00
: 17.78
Y
w
N
A.D.: 3.00%
A.
M.: 2.25%
Y
coo
rn
30'
VC
0' VC
w
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w
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PVI: 383.80
>
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U
m
U
m
U
w
K: 26.24
FINISHED
GRADER
W
w
mm
ww
AT CENTERLINE
rn
o�
EXISTING
65' VC
o
+o
_
°
M
GRADE ROW
o
o
AT CENTERLINE
M
r
M
c6
17 LF 8" CPEP @ 0.50%
CB #10, TYPE 1
94
0--
w
04
M
o
- - -
6
U
w
U
c+•i
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ao
M
U
STA 13+2 .42, 6.49' RT
w
w
- - _
-
_
- - -
J
.00%
r\
RIM: 384.51
STORM
_
2�%
m
m
w
w
IE: 381.84
8" (N)
O
w
IE: 381.84
4" S)
PROSSING
O
' MIN.
I
0.
'
SEWERSEPARATION
CROSSING
\
PEP
I
35 LF 12" C
EP @ 0.50%
60 LF 12"
WATER
GROSSING
p0%
EP
_AO
"1
2
O
185
LF 1
108
CB #17, 48"
TYPE 2
4
STA:
12+66.23,
.29' LT
/BI-DI
ECTIONAL
RIM
383.69
VAN
12" (W)
_
_
ATE
IE: 380.67
9.68' LT
STA: 10130.94,
IE: 380.67
12" (E)
CB #6, 48" TYPE 2
S
A: 16+19.84,
_
11.40' LT
IE: 381.8
: 3
12" (NW)
(E)
C
NCRETE
CB #11, 54" TYPE 2
STA: 50+08 10, 29.28' RT
RI
IE: 378.8
: 387.83
12" (W)
ENC
SEMENT
"
RIM: 384.23
22 LF 1 E"
CPEP @ 0.
0%
CB #4, 48" TYPE 2
8' RT
IE: 378.8
IE: 384.8
12" (SE)
12" (NE)
IE: 381.75 8'
(S)
CB #5, 48" TYPE
2 STA: 15+11.64, 11.
CB tI19,
TYPE 1 L
IE: 377.11 1
" (E)
STA: 1
8' LT RIM: J86.51
+11.64 11.
STA
30+34.03, 1
.42' RT
IE: 377.11 1
" (N)
RIM::
6.51 IE: 3713.07
18" (N)
RIM:
385.26
EXISTING
AT
GRADE ELEIVATION
ROW CEN ERLINE
FINISHED
AT ROW
GRADE EL
VATION
IE: 380.37 1
" (W)
IE: 376.18 1
W IE: 3713.07
18" (S)
IE: 382.13 12" (SO)
CENTERLIN
E
IE: 376.18 1
" (S)
IE: 3..2.63 6" (E)
IE: 376.68 1
E
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Know what's below.
Call before you dig.
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
SE 5TH PL PROFILE
SCALE: H:1 "=30', V:1 "=3'
09/10/2024
14+00
W W &go SURVEYED:
TACO MA S EATTL E DESIGNft
RI
S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
SDK/ M W
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. REVISION BY DATE APPR
APPROVED:
14+50
15+00
15+50
16+00
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
16+50
390
385
- 0.T MIN.
SEPARATION
STORM NOTES
1. CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2. CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO
CB #10.
375 3. DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN
DISCHARGE AT SW CORNER OF LOT.
4. CONNECT POND RETAINING WALL FOOTING DRAINS TO CB
#2.
370
R-427812
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 E
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
SE 5TH PL PLAN C3.4
& PROFILE SHEET: 12 OF: 39
R- C3.4
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