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PUNCH SET CONCRETE
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MONUMENT a'
O z I 1463400015
SE 138TFATTORE ROBERT & DEBORAH
- -� - H PL- ^�
SSMH 4763
Z24'
SE 13 8 T H PL RIM = 3788 S
Q IE 8" DI (N) = 379.14' 1
OD
LU r � 1463400016 I 1 CD HIEN & TRAN PHUNG H
M
RIM = 385.68Cff o �+ I GRAPHIC SCALE p
IE 12' GONG (N) = 383.37' I I Ch 0 20 40 UO
IE 8" CMP (E) = 383.7' I Lf�
IE 12' CMP (S) = 382.70: \
IE 11" CMP (W) = 382.83
I� I g
GE4 I C I I 1"= 40 FEET
�- 2 w
385 ,6� 6 �
t 386 T RACT B 8 HOf H,R� EFNGE - - - - - - - - -
\ 8 CB #15 -
t I i ��� STA: 51+47.47, 11.92 RT 1463400017
71- RIM:383.81 FATTORE ROBERT & DEBORAH
'° IE:380.7512" S
I I II\ 10 7 O
o FG: 387.30 \ :. IE: 381.08 8" (E) 75 LF 8" CPEP @ 0.50%
N I (PAD: 386.30 FG: 386.00
�. I`. I PAD: 385.00 30 LF 8" CPEP AREA DRAIN #1 AREA DRAIN #2
CLEANOUT (TYP.) �� STUB STUB @ 0.50% PRIVATE STA: 13+98.20, 156.71 LT STA: 14+66.18, 158.57 LT
( 8-�9 �W) IE: 381.54 6" (E) (.° RIM: 384.50 RIM: 386.50
--
15 LF 6" CPEP @ 0.50% t � L,X CB #16 IE: 381.60 8 (E) IE: 383.30 8 (E)
{ STA: 13+23.75, 150.74 LT IE: 381.60 8" (W) IE: 383.30 8" (W)
1 I STUB I RIM: 383.90 IE: 381.76 6" (S) IE: 383.46 6" (S) AREA DRAIN #3 t+� ( ��
IE: 383.51 6" (W) __ I : IE: 381.23 8" (E) STA: 15+48.70, 158.20 Ll� `39 ti \
68 LF 8" CPEP 70 LF 8" CPEP 30
RIM = 385.6CBj8 6--6�EP @ 0 50-%- o �j I; IE: 381.23 8" (W) RIM: 387.15
IE 12" CMP (N) = 382.03' - _ IE: 381.40 6" (S) @ 2.50% @ 0.50% IE: 383.65 8" (W) I
IE 12: CMP (S) = 382.OI' 18" CPP WITH METAL GRATE
IE 4" CPP (W) = 382.1;: 1 #5 - ` -9F - - - CP $ 00 FG: 384.90 _ - (+l \
°0 IE: 38 .8 6" SI.E. = 394.19'
SSMH 6876 PAD: 383.90 �TUS-- • �� BAR REFLECTOR ROAD STOPS
RIM = 366.,2• \ - FG: 387.20
75 LF 6" CPEP @ 0.50% ` GB
01 (N) _ 37Z44 1 PAD: 386.20 \ c I; IE: 381.50 6" N RIM = 395,24'
DI (S) = 377.44' IE 18' CPP (NE) = 391.75'
CB #2o II I - - STUB I ( ) W W W\ W W \ -
STA: 30+37.84, 42.50 RT �) IE: 381.17 6" (E) �` \ W� W \ �� IE 18" CPP (S) = 391.71'
RIM: 386.19 0 \ I L-47 L�-6" CP€P D \ .. 1 \ • \ �9 \
to I
IE: 382.76 6" (N) I �B #14 I:, RIM: 383.17 STUB \ STUB �� STl% \ ' M
IE: 382.76 6 (W) RTM: 383.18 L , , IE: 381.86 6' 1
IE: 382.76 6" (E) 1 i II f- zB o 14 i�) I IE: 383.56`F��N I�: 38.91 6 (�I 1
I I ) - I STQ�,36+72.00, 39.00 LT °� FG: 386.20 MI �� 6� \ \ I N \ '.I °z
PRIVATE 27 LF 6" CPEP @ 0.50%---,'II �� l ( Cr 4 1dcS \� p'
- / P 8 I ( RIM: 3804 19 I j / (PAD: 385.20 \ \ \ M o NO PARKING ANYTIME
CB #19 0' WIDE � FG: 386.70 l 5 IE: 380.84 6" (E) 3 a
RIM: 385.26 �.. OVER PAD: 385.70 f / - - 2 \ \
- Z \ FG: 384.50 IE: 380.84 6" (N) _ // �� I FG: 387.30 FG: 388.50 c�
I PAD: 383.50 IE: 380.84 6" (W) \ �/ PAD: 386.30 I PAD:3 869 0 I PAD: 387.50 3
I I I STUB STUB I \ `�, 6
IE: 382.$6.4" (�la() i �� 111E: 380.94 6" (E/) _ �� \ CB #9 .2 1 LU
CB #18I `T - /- PRIVAT 27 LF 6 @ 0.5�/0 , $- \ I RIM. �9Q19 \
1
PFou UN RIM: 384.84� �.>, �� �R M* 3 23\ D _
(rr 1 � a .a. •. RIM: 3.69 B #51 �
T CB #6\ NO PARKING ANYTIME
-e$ C
o I / I 38 CB 386.5 RIMS 387.83 \ / �� = GB
Q _ RIM = 390.32'
{•1 I _ ` . - IE 12" CPP (SE) = 386.99'
IU
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a:
SE 139TH PL I I I _~`- - ==s^ vY CB
-
5.9 �o #r „, - -t om= - - - RI
I
�G _ / RIM = 388 15'
JOS• -� J l '
��,,,� M��✓ � 3 ��jV: 3 .24 `'c TW 384. - - - - - - _ ( E 12" CPP (S) - 384.92' n
E I ( = 376.10 T4" BW: 383.70 BW: 383.25 g ' 1 / IE 12" CPP (NW) = 384.99' 1 8+00
GP TW: 38 .31 B W 3 6 / SE 5TH PL
SE 1397H PL/ I 1 01, 1 0' j RIM = 388. 11' �-
152ND AW SE ' 3 CB 1
BW: 385.32 " - 1 IE 12" CPP (N) = 384.40'
T 4.89 O \ E 12' CPP (E) = 384.40'
GB �' �' _ H P L
RIM = 384.97' ) p RIM = 389.76'
IE 12' CMP (N) = 381..34' I I / T � , wl o" BW: 382.0 / \ t SSMH 6873 S E 5 T
IE 8' CMP (E) = 381.34' � � '
IE 12" CMP (W) - 380.87' 1 0/ ,•JQ� <
2 TW: 384.63 J •CB #4 I \ v' E PVC (N) - 381.93' -
/'+ p p • T IE 8• PVC (E) = 381..9 '
NO DUMPING C3.0 BW: 382.0 2 » \\ RIM.
-Y- � NO PARKING ANYTIME
TW: 384.39C.
I I ECPP (N)
: 38RIM
IR' = 382.95'
1463400024 BW: I 385 I` IE 18' CPP (SE) = 379.02'
III i BROCKSCHMIDT ARTHUR 84 383 CO \ �o..a ` 7 I E/8'CPP(S)=379.05'
N I I I 12 11 382 CB #7
3 °r° � RIM:387.40
q C3.0 FG: 386.20 I FG: 387.00 381
I TRA T A \
z I PAD' 385 20 PAD' 386 00 380 CB #8
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FOUND BRASS DISK WITH
PUNCH SET IN CONCRETE
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IN CASE MONUMENT
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Know what's below.
Call before you dig.
DRIVEWAY TABLE
LOTS/TRACT
DRIVEWAY
WIDTH
ROAD NAME AND DRIVEWAY
CENTER, PERPENDICULAR
FROM CENTERLINE
1
16'
SE 5TH PL, STA:15+59.35, 26.50' LT
2
16'
SE 5TH PL, STA:15+23.29, 26.50' LT
3
16'
SE 5TH PL, STA:14+53.59, 26.50' LT
4
16'
SE 5TH PL, STA:13+83.23, 26.50' LT
5
16'
153RD AVE SE, STA:50+86.21, 26.50' LT
6
16'
153RD AVE SE, STA:51+22.18, 26.50' LT
7
16'
153RD AVE SE, STA:52+27.33, 26.50' LT
8
16'
152ND AVE SE, STA:30+79.96, 30.00' RT
9
16'
152ND AVE SE, STA:31+59.91, 30.00' RT
10
16'
152ND AVE SE, STA:31+95.91, 30.00' RT
11
16'
SE 5TH PL, STA:14+51.83, 26.50' RT
12
16'
SE 5TH PL, STA:13+81.46, 26.50' RT
TRACT A
15 '
SE 5TH PL, STA:14+93.10, 26.50' RT
1 379 �I I 11 1 RIM:385.26
TW: 384,.00(' I 378 I \ 3;5cr PARKING ANYTIME
BW:38D.57 �� I 31 I L TT-
TW: W I�
384.5
BW: 379.9 / W1W W W W W1�Y W W W
TW: 384.50 W G i
BW: 379.19 - - I 6.
381 382383 84 I �� CB #1
A24'' 80 RIM: 382.40
TW: 7.38
BW: 377.38 CLEANOUT -"
RIM: 385.83 CB #3 J -
IE: 380.98 6" (W) RIM: 383.35
GE OF GRAVEL
E
IE: 380.98 6" (E) �
I
28 LF 6" CPEP @ 7.86°/O CB #2 o L YP.)
120 LF 6" PERF. CPEP @ 0.50% + •\l
4 1463400022 RIM:382.61 II/ � \ \\
FRENCH DRAIN C3.11 BETTES MARVI N I X 41
II
CLEANOUT OUTLET PROTECTION 3 /III I I I
RIM: 384.56
IE: 381.58 6" (E) 6" PVC �I
IE=377.62 $
DAYLIGHT WALL FOOTING DRAIN
4" PERF. PVC @ 0.50% MIN.
IE=377.07
STORM NOTES
1. CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
DRIVEWAYS PER RENTON STANDARD PLANS 1
C3.10 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.
09/10/2024
TACOMA SEATTLE
S P O K A N E T R I -CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
SURVEYED:
SCALE:
HORIZONTAL:VERTICAL:•D 1988
79 3/1991
DATUM
1) DR CITY OF
RENTON
Planning/Building/Public Works Dept.
DESIGN /RI
2
REVISED PER CITY COMMENTS DATED 04/02/24
RI
9/6/24
DRAWN:
GB
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1
REVISED PER CITY COMMENTS DATED 10 25 23
/ /
JMT
2 16 24
/ /K/
CHECK
MW
NO.
REVISION
BY
DATE
APPR
APPROVED:
ON -LOT STORMWATER MITIGATION
OON -LOT DISPERSION IS REQUIRED FOR THREE LOTS OF THE PLAT. LOTS 3,
11, AND 12 ARE SHOWN WITH AREAS TO DISPERSE ROOF RUNOFF FROM A
GRAVEL TRENCH THROUGH VEGETATION SHOW FOR GRAPHICAL
PURPOSES ONLY. ALTERNATE DISPERSION METHODS MAY BE USED AND
DESIGNED WITH BUILDING PERMITS.
ANY THREE LOT ROOF AREAS MAY BE DISPERSED TO MEET
STORMWATER FLOW CONTROL BMP REQUIREMENTS, OR A COMBINED
10% OF THE PLAT ROOF AREAS SHALL BE DISPERSED.
R
(TW)
TOP OF WALL
FINISHED GRADE ELEVATION
PROVIDE BACKFILL AND
FOOTING DRAIN PER
RETAINING WALL DESIGN
UNDER SEPARATE PERMIT
CM
O
N
AN
(BW)
BOTTOM OF WALL
FINISHED GRADE ELEVATION
4:1 MAX
REFER TO STRUCTURAL N
PLANS FOR RETAINING N
WALL/FOOTING DESIGN O
WALL SPOT GRADE DETAIL
O
NOT TO SCALE
EXISTING GRADE AT
CROSS SECTION
FINISHED GRADE AT
CROSS SECTION
L V
a
R J
390 390
385 -'` 385
RETAINING WALL UNDER
SEPARATE BUILDING
PERMIT. SOLDIER PILE
WALL WITH LAGGING.
380 0
4C\!
00 CY)00 w
wU_ wU_
0+00 0+36.18
CROSS SECTION 1
2 SCALE: H:1 "=40', V:1 "=4'
390 ER
390
FINISHED GRADE AT
CROSS SECTION
00 ■m
RETAINING WALL UNDER EXISTING GRADE AT
SEPARATE PERMIT. CROSS SECTION
MSE LOCK + LOAD WALL 380 380
N p
O N
0o(D
00
W LUL ro co
0 CD
wLL
0+00
CROSS SECTION 2
3 SCALE: H:1 "=40', V:1 "=4'
R-427808
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Surface Water Enginering
J Farah 11 /27/2024
DEVELOPMENT ENGINEERING 0
HHuynh 12/04/2024
DATE:
MAPLE HIGHLANDS 9/6/2024 E
PAGE:
AHBL JOB #2221005.10
DRAWING
OVERALL GRADING & C3.0
ROOF DRAINAGE PLAN SHEET` 8 OF: 39
R- C3.0
O
T
O
O
N
Ir
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