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• I CONIC
I PEAK SEE DRAINAGE i WALL I I °d d
I HEIGHT CONTROL PLAN FOR
° .. / =29'f DRAT M / i SS(REF Ltv I TEL.
/ t I (POLE
Wt1
/ TC: 31.43 p - - - - j TC: 33.39 ------
0 C i 3
BC: 31.39 �� E6 3M. - p �- p ��i _ / BC: 32.89 --- =31- -- I e�oo A .
_ 3� - SID ( EG: 3 .39
i
�. B 7 -----
N_ 1 02 \ SD TC�'33.� _ C:/32.44 RO K V NO PA K
_ POWE
�CO -... 91_W -/ SIGN I eoNl I ,
■ `� I - I � I �• II
I, o I SS O(G1� 3
S.190. 1' OF I 11
/32 O LUI B& 32.78 J I S. NE BLO ,K I I EG: 31.13 I EG: 31.34
0 of I i I I I TC: 30.39 I) I �' I �� J o e �
G -- I I I BC: 30.32 I I II 3 STD GIRT
a RRIM EL=29.98'
T 3.10 ° TC: 33.18 I W I 11 II i SD - SID _ D _ ?D d. 12"ADS W IE=27.33'
° BC: 32.68 I TC: 32.09 _j to o TC: 3042
TW: 32.5>-- BC: .60 BC: 31.59 Q I W I I I Q "
BV1T30.03 ° I > I I FG: 32.57 TC: 31.0 ¢ BC.2 I a SDMH RIM EL=30.56'
FG: 30.96 CB STD I _ _ d. a•.• 12"ADS E IE=27.18'
II TC: 32.14 I I ) _ -_-VALLEY BC:30. �-
° FG: 32.31 _ _ _ _ _ _ RIM EL=2-
I I °,`�' BC: 31.64 I I �;, FG: 30.38 - o = I I i I e 12" DI W IE=27.16'
/ "�' FG: 32.24 / TC: 31.02 I _ 18" DI S IE=27.16'
° I I TC: 32.50 '� cn FG: 31.80� FG: 30.48rr " J d 18" DI N IE=27.11' FG: 32.28 BC:31.50 i
0 ♦ _ _•_ i I j - BC: �0.52 1 I d /
FG: 32.10 u u FG: 30.49 o I I °•
0 TC: 32.40 / I I m a .4 • I CB STD GIRT
/ ■ FG: 32.00 ABC: 31.90/ I / I I I FG: 30.46 ®I -J p I I I RIM EL=31.41'
TC: 31.16 I -J " N 3 / �' I 6" CNC S IE-29.62' / yo
y - SL I I 4" CNC NE IE=29.92'
\ `n° 0 TC: 32.39 \ ♦ I r
FFE:32.3 BC: 30.66 I II 3 I o BOTTOM STR.=28.42' o
V) d V
TW:32.26 N / \ _TC:_32.29 I ° MAILBOX
BW: 9.69 "� G, FG:32.18 BC:31.T9 TC:32.85 TC:32.8� TC 33.35 TC:31.74 --
i FG: 32.53 FFE:30.48
BC: 32.35 I I I I SDMH RIM EL=32.07'
/ FG: 32.34 BC: 31.24 FULL OF WATER
FG: 32.45 FG: 32.00 �C: 32.37 BC1 32.85 I 3 0 ° :' �
FG: 32.10 TC: 32.42 I FG: 32.35 FG: 33.38 FG: 31.20 I I BOTTOM STR.=26.47' ,
TCj 32.15 \ d
BC: 31.65 E TC: 32.60 BC: 31.90 / FG: 31.77
TC:32.31 / FG:30.42 N
v FG:32.26 TC:32.60 BC:31.81 / FG:30.46,. 6 I -" M I d 6�
�W: 31.78 / BC: 32.10 FG: 30.40 SW =27. - al / �": 31.41
TEL. MANHOLE ,.
C a p R_ I �° 32 DIA. LID / J°1
M rr3 m I TEL. POLE &
FG: 32.26 FG: 30.26 I I I I al _ : ' GUY ANCHOR
32 FFE:32.280�- .$ DO NOT
FG: 32.26 FG: 30.34 d M 3I ° .
�O 1 I I N 1 a ENTER SIGN /
T 31 J FG:32.26 I ; g �I I GASN
PIPEOf
BC: 1. 5 \ 0� FG: 30.44 a I I L : ° IGSL
,y w
o '
• \ � � � � I FG: 30.37 II I I I N � J � ,' �
T : 32.5 0 SL I I �LJ`JGl SL / L/ c
\ �J LLI a. � S » ISL I j� /�
B : 29.8 , ,' � a
A 30- � � I3 SIG L iA\
WM•. °
g d-
�b b
I ••d'
A.
I�PEAK
HEIGHT
P E� r I =32't
P
1 PROPOSED -
C4.10 CIP WALL, ITH
GUARDRAIL SEE
LANDSCAPING PLANS
FOR GUARD RAIL. SEE
DEaAI PER
STRIK& RAL.
1 CaC
)F� RENTON L
UTILITY ESMT. TO CITY
3266
Q. 7812040685
RENTON
TO CITY
D. 3286
Know what's belOW.
Call before you dig.
\ PROPO ED s I I SIB oo j / SL /s
IJ`' ��° SIGNAL 'ROLE /
I N I J0� W/ LUMTN`* SL /
MULTIFA ILY a ISL CD
BUILDI G /
M \ I/G1
FFE=32.12
/p / TRAF
SIGNAL �
LOOP
�\ FG: 33.69
e
I 33
I o S MH RIM �L 30.69'
I /
S : i1�' / 18"CNC �F IE=27.09'
4NE IE=27.09' / ;'d o�'a°•
' ■ FG: 33.35 Lj_0 I 18 AC SW IE=27.09'
�QG FG: 31.23 \°` / / ,'
4.
FG: 31.16
FG:32.00 / �1
W:29.99 \ FG:31.92
G: 32.10\ ��� I A SrGNAL
FFE:32.12 / / �J o / �� / - ��, i / •. 2 1 OX
i 1 FG: 32.02 / // �,/�< GNAL t C /
/ FG: 32.17 1 / /'�' ' / /�/ / / \ I a \
1 FG: 31.80 _FG: 31.89 FG: 32.10 FG: 32.10 QJ /3 / �� / r /�� JBOX 1 SIGN/
\ / / TEL.!/ CABIP
f FG: 32.04
Q 1 °
onnr QJ / l LL
a SL `7 n
A I FG: 32.26 ` e� �J `
a _ ..... FG: 31.76 FG: 32.10 1 /Qo% o J I
-7- 31.57 FG: 32.10 <�`J°� // / / �� -6 .� . `� SL a
7 FG: 31.88 /�` / o / ,r / F NISH D GRADE AT BOTTOM OF WALL (BW)
/ FG: 32.01 �/ // �/ I°- J
FG: 31.78
•CL JG // N
TW:31.76 //
BW: 31.04 / FG: 31.82 � � '� / �� / o � / I/ yU CB STD Gf
SIGNAL POLE ` ,
o�
� FG' 31 70 � / �` Q`� � %� •
CB STD GIRT
RIM EL=29.82'
8"CNC N IE=26.22'
8"CNC S IE=26.12'
8"CONC TOP VERT IE=26.62'
BTM STRUC. IE=25.42'
N
1 1 TW: �L89 / J ����� SL o ; ; /- ---- b ,SIGNAL JBOX s� /SL RIM EL=34
,� FG: CB B
BW: ttl.14 !GR DEL 0.64' ,sO( 12" ADS S
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
LEGEND:
XXX
PROPOSED CONTOUR MAJOR
XXX
PROPOSED CONTOUR MINOR
EG
MATCH EXISTING GRADE
FG
FINISHED GRADE
FINISHED GRADE AT BOTTOM OF CURB -
BC
TOP OF PAVEMENT
TC
FINISHED GRADE AT TOP OF CURB
BW
FINISHED GRADE AT BOTTOM OF WALL
TW
FINISHED GRADE AT TOP OF WALL
- - - - - - - - -
- - RIDGE OR VALLEY
KEYNOTES
u
1O MATCH EXISTING GRADE.
0)
M
OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT
2
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0
EXCEED 2.0% IN ANY DIRECTION.
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a
GRADING NOTES
J
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION
PRIOR TO PLACEMENT OF PAVING AND UTILITY
IMPROVEMENTS.
2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM
BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS, AND
SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF
SURFACE WATER.
3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS
GD
REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED
Lr)
OTHERWISE.
N
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4. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF
Q
TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO
O
MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF
RISE. CROSS SLOPE SHALL NOT EXCEED 2%.
N
5. TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONS
SHOWN ON THESE PLANS REPRESENT THE TOP OF PAVEMENT
OR TOPSOIL ADJACENT TO THE WALL.
6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED
OTHERWISE.
7. EXISTING ON -SITE SUITABLE SOILS MAY BE RE -USED AS
STRUCTURAL FILL, PROVIDED THE FOLLOWING REQUIREMENTS
ARE MET:
A. SOIL SHALL BE INSPECTED AND APPROVED FOR RE -USE
AS STRUCTURAL FILL BY THE GEOTECHNICAL
ENGINEER.
B. EARTHWORK ACTIVITIES SHALL TAKE PLACE DURING
THE DRY SEASON (MAY 1 - SEPTEMBER 30), AND SHALL
OCCUR DURING DRY CONDITIONS. APPROVAL FROM
FINISHED GRADE AT THE CIVIL ENGINEER IS REQUIRED TO PERFORM
TOP OF WALL (TW) EARTHWORK ACTIVITIES DURING THE WET SEASON
(OCTOBER 1 - APRIL 30).
C. SUITABLE SOILS SHALL BE MOISTURE CONDITIONED
PER THE EARTH MOVING SPECIFICATION.
D. EACH LIFT SHALL BE COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY PER ASTM D-1557.
E. ANY ADDITIONAL REQUIREMENTS OUTLINED IN THE
EARTH MOVING SPECIFICATION.
RETAINING WALL
&SEM�FG: 31.69 Q�r�'/ o tio/ \ �1�. W 1 j 2 . �t�, �_ , ' .0 / / / RFZ, BOTTOM S1
EC. 0. 78020E0578 FG: 31 ,39 R° %� / / �� SL 5361
�G �`0 °•/ P�' GB D GI`�' �So RETAINING WALL NOMENCLATURE
,G: 3b 91 / ° / / Q�Q/ / i e` SD(REF)--R%Rf}�- Q� j-SD(REF) - iFSDIREF)-SD(REF)-�'PD(REF)
1 5� - 15 PVT. STORM(GI)
31.0 / ) / � �� �o , FG: 31.74 SL �F, ° el e��Gl / 5oyo / -15 -QS 11 ' _ \16' �� \s�
VAULT j e� G J s�A / �i w " / �� �,� d / / 1 ADS SE 8.24' \
-- :31.51 �p l ���° G�F� / _. SIGNAL /5j D 15" DS SW=28.21
----- fir,
- P(uc�j - P u C: 31.51 / .�/ \s 5? ; ' : 41, `' DEL. 5� / rR �BO M 5.=29.23'
FG: 31.12 e / \S�o�'� / JBOX
-- / G _ FG: 31.74 '0 / lln/G Y . / SDrR
E-G: 31 L� ss �\ w �J �`� / j o�ii ' / / • . / / 5° , RIM EL=34.30' CE1'Sw
EG. w w / \'9T� ° ' / /50 / i LADDER ON NE
e� I J / �// soS / / GUI / �l S
SSMH RI ELW30.8 JIGH �`JG�� / / �/ 0 ASa o CHOR�� / 15y Ape 14E IE=28.10' \0 /
8"CNC E IE=21 3' Bi 31.57 �� / / GJQ - - C7 A.
°� / / .24 ADS SE=28.00'F1�
J / °/ / BOTTOM STR.=23.05' s
8" SW 1 0.98' e // i� °c,�• I / / / °/ / / / /� / / / / �rRFFI
/ �bF RENTON
CB STD GRT
Q`o�� RIM EL=30.7f��J°l / EWALK. TRAFFIC �J�� / G % A. • JG /
c, SIGNALS AND STREET Cp, STEv�T
/8"CNC SE IE= �� �o LIGHT EASEMENT. / °°'
CR Snl In I I k� / / i / ,� b • o IM ZL=31 5S
oat // Ti., NO. 871022135 ° �C`NC�/S 1 29.43' \
RIM EL=30.9 '�� //� /
T(UG) NCT IE=2 8 �� / / 0 �� °. / �TE IlTO I E
S G T �))Eg)
of WAsyrNgld� �100
SftdN [Eglneers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE:
P La)MscapeArohdects DESIGNED: HORIZONTAL NAD 1983/1991 AoftllilT. L.
5� 2 PERMIT REVISION JN 4/25/22 DT PER SHEET CITY OF
n
cemmwyaa . 3 PERMIT REVISION JN 5/12/22 DT J.N. % RENTON
J, Laaasa�e,. DRAWN: J.N.
O� R 5702 Sy4�� Mob- ONE INCH DATUM
�SSIOISTa) [a I CHECKED: 8T A C O M A S E A T T L E DT AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
0511212022 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
R-42001 1 I W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
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DEVELOPMENT ENGINEERING
JChavez 05/17/2022 ' ~
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03/18/2022
WATERSHED APARTMENTS 2
CIVIL CONSTRUCTION PERMIT FIELDBOOK: Cn
PAGE cc
DRAWING NO: LU
GRADING PLAN C4.00 �
SHEET: OF: a
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