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1 PEAK SEE DRAINAGE �i WALL I
1 HEIGHT FCyO�pNTRO`L PLAN FO��R����`�� I I 3
=291f / /' / i ss(REF��� I I e POLE
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IZ
--
/ e ` TC: 31.43- O O - TC: 32.51 %-------- I
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` C: 31.39 � E$:-3�. �6-- �/� BC: 31.81------- -- -- -� 3 I I PloNl e .
- S D I B �1� /3
j1;.
------- TC: 33.39
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2 SD M --- --- A2.44 N K 31WE Nl°' 89 NO PA KI
-�- -NCO 91 SIGN
' i dry' W PoNI I 3
32 0
O
C/) I -I
z T 3.10 TC:33.18
Ljj C TW:32 5 BC: 2.60 BC:32.68
I"' B 0.03
rr
Q
o �N y
TW: 32.26 N
LU LUBW:19.69 °
TC 32.15
Q BC. 31.65 \ \ LE
TAW: 31.78
PE�
31
31
1 SS O(G1
28 -� L S.190. 1' OF H II
S. NE BLO ,K
w BC: 32.78 o EG: 31. 3 I \ \
EG:31I34 F
oI I FG: 32.46 N I TC: 30.39 II II I I 1 \
BC: 30 32 I I 3 CB STD CRT
FG: 30.63 I I I.. RIM EL=29.98'
>_ I II a SD - D _ a• 12"ADS W IE=27.33'
C: 31.59 W o I FG: 31.46-/ TC: 30,2 D - 0
BC: 31.59 Q I I I TC: 31.0 Q- I
> TC: 32.08 I o a BC' 2 3
FG: 31.71 p k.24 o I FG: 30.51 BC: 30. GB Si` - % LL I I I SDMH RIM E=27.18'
1 - RIM EL=2 a - - 3 , _ a 12"ADS E IE=27.18'
FG: 32.31 0D TC: 31.64 I / - - - - - - _ �� I I 0 12" DI W IE=27.16'
BC: 31.64 FG: 32.34 I VALLEY FG: 30.38 I o = I �, I }
TC: 32.09 I TC: 32.00 '' N C?
I _ �. 18" DI S IE=27.16'
r' G: 32.22 M / TC: 31.02
FG: 31.75 BC: 31.50 � FG: 31.46 a FG: 30.48 - " I 18" DI N IE=27.11'
_ _ J L L BC: �0.52 I I a /
r FG: 31.83 I u FG: 30.49 o s °• '
TC: 32.40 / FG: 32.46 In 1 3 d < •, CB STD CRT
BC: 31.90 I � FG: 30.63 FG: 30.46 ® _J I ~ ' RIM EL=31.41'
FG: 32.00 \ / C: 32.29 "r I 0 3 : I ° /
TC: 3 .39 T� BC: 31.7 N r TC: 31.16 I s -J SL N I I . ( 64"CCNC NEIEIE=29.92' /
\ �L I 1 BC: 30.66 I 0 3 o BOTTOM STR.=28.42'
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VA
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° 2- . .
3 4-
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/ A.
PEAK
HEIGHT
=32't L
\ U'�
MAILBOX
\ FG:32.18 CP - - - - - 3 °
FG: 32.45 FG: 32.10 TC:3 TIC 33.35 TC: 31.74 - S I I A SDMH RIM EL=32.07'
FG: 32.34 FG: 32.53 2,37 BC' 32.85 BC. 31.24 FFE:30.48 , 3 0 ° FULL OF WATERTC: 32.55 l
FG:31.83 gC:32.05 ) FG:32.35 FG133.38 FG:31.20 a
FG: 32.10 TC: 32.42 o BOTTOM STR.=26.47' ,
-TC:32.60 / BC:31.90 FG:31.77 I I 3)me
TC:32.31 FG:30.42
FG: 32.26 TC: 32.60 BC:31.81 FG:30.46,. SW =27. 6' I ° z r TEL. MANHOLE ;
BC: 32.10 FG: 30.40 Ia aI '
31a
� a I p N � � •� 32" DIA. LID Jot e
M w3 m TEL. POLE & s
FG: 32.26 I I I GUY ANCHOR / °
FE:32.28e� FG:30.26 � QI � �
DO NOT
FG: 32.26 FG: 30.34
f 1 N3 � �•$ EN ER SIGN
�I I G S PIPE
FG: 32.26
FG: 30.44
SL /
FG: 30.37 IIv i � I o,
a \ I I S SL a sL h i ���`o°� SL
SIG�AL '�' SL /
iaI S SIGNAL 'ROLE/
PROPO ED W/'4
MULTIFA ILY SL
�
BUILDG
\
FFE=3 2
SIGNAL JI I (uc) R TRAFI
,o� / / LOOP
I I/
\ � FG: 33.69
--- 5° /
1P �, SDMH RIM �L-30.69' °
�� ` I /18 CNC ly!✓ IE=27.09'
\\ 18" DI 4NE IE=27.09' , /Joy' a°
V 18"�NC SW IE=27.09'
FG: 31.23 �° /�Ai
/ ,
x i \ FG: 31.16 c`°/ / 1,*\ / ,fie e
\Z, xNI<X / 1
FG:32.00 / // �/� I ��ly9T
FO \ FG: 31.92
`FG .32.10\
G % {j1
O OS / / i NY, o // �� / I J �I �/ / J OXAL
C4.10 CIP WALL WITH / _ � �\� I FFE:32.12 j / / �`� `� \ ,I / % �, I / ;
/ FG: 32.17 FG. 32.02 �j // / / GNAL
GUARDRAIL. SEE / 1 �I /%� 41�� 1 `
a p
LANDSCAPING PLANS - FG: 31.80 _FG: 31.89 FG: 32.10 FG: 32.10 / SIGN{
FOR GUARD RAIL. SEE ` TEL. o=I- I ),'' , �P� ; ' � CABIP
° / \ FG: 32.04 J /
DETAIL PER / _ pnnr / / / �,' a �� SL a
° Q
e
q IF.26 M STR[G7URAL. G: I - .32.... i� FG: 32.10
FG:31.76 1 �R //
Q • ° FG 31 57 1� /� \ Q o o� / �� ~� / / / SLjl
TW 33!35
W: 2�.99
1 } \ 7' -- - - FG: 31.88 / FG: 32.10 <�l°`' /% /�'/ / o / I� ( )
J E� -� '� / SL �� a F NISH D GRADE AT BOTTOM OF WALL BW
)F RENTON / \/ FG:32.01
UTILITY ESMT. TO CITY CB STD G FG: 31.78 1040000
3266 / RIM EL=30.9u I\� `� JBC e� / c /% �/ / ` ° \ \
V0. 7812040685 / 24"CNC NE IE=26.10'T1111/: 31.76 // ' / �- y � / 1-1
F �L \
FG' 31 82
RENTON
TO CITY
D. 3286
Know what's b@IOW.
Call before you dig.
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
T
1410"
U
10 MATCH EXISTING GRADE.
M
CY)
OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT
2
N
O
EXCEED 2.0% IN ANY DIRECTION.
O
I
T
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
REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED
OTHERWISE.
4.
ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF
TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO
MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF
RISE. CROSS SLOPE SHALL NOT EXCEED 2%.
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
%1 24"CNC SW IE=26.10'BVY: 31.04 / \ ��� / Q / /�` / s,T o / 9 / SIGNAL POlfE
/ / 4 F j �-----W/GNAL JBOX `�� 4/ CB STD Gf
/ FG:
1 I TW: , / FG: 31.57\ �i, CB B `���\e SL yp o e e°. J'.\ I SL RIM EL=34
BW:�1.14 !G J R �EL0.64' 12" ADS S
�\ FG: 31.69 Q\/ / / y/ / �,PW I j 2 . Gv�,� *F�1 / / / / rRFF� BOTTOM S1
o, ,
CB STD GRT i \\ FG: 31.39 R / / // SL `ems .� " ./ el 3MI CB D - GF) RETAINING WALL NOMENCLATURE
f� \so
lu , O / \Qj • h? }-SD(REF) - 6 SD(,REF)-SD(REF) �P,�D(RE
_ , SD(REF) AY,RLu- \15' PVT. STORM(GI)
RIM EL-29.82' �G: 30 1 PO P � r .�`� / � � • uo •.
/ / �o FG: 31.74 SL �' Pl uol / 5o a 15Z-AAIDS If' _ `16'
8"CNC N IE=26.22' P.S.P ME > ��� �/ w �� A �Y
8"CNC S IE=26.12' / REC. N0. 02060$7 Pl / � / � �j / ��` ° ,; e
SIGNAL/ o / 1 ADS SE= 8.24'
WERE�-- - 31.51 0�� / '� ° �F i / 5/ 15" DS SW=28.21'
8"GONG TOP VERT IE=26.62' VAULT�r�-------- --- I / �°a " / X yo // o(R - BO M-S�.=29.23'
BTM STRUC. IE=25.42' / , P(U P(ugj - P u C' 1 / ��/ s S 5/ / DEL. /
'� _ --- FG: 31.12 ��' PTO / �lY . / JBOX - ___ _ FG: 31.74 o
J� •�� � - 4' sO �T ' °/ ,,' 'POL • � ,o / � / �[fii1H-60" J \SD(R
31 1-1-ss,� RIM EL=34.30W ' SW eFj\8„ RECORD NOTE 03/26/2024
EG' LADDER ON NE so
e� ` �// soFSA/ / GUI /50 / (S THESE RECORD DRAWINGS HAVE BEEN
I w LI °° / - - - \F o CHOR / 15" AQS -ME IE=28.10' �0
SSMH RI EL=30.8 / c / / i s�' s� PREPARED BASED ON SURVEY INFORMATION
8"CNC E IE=21 3' B9� 31.57 `b`� / /� G��O o C� / Q � °� / / / / .24 ADS 5E=28.00' `� � PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
/ o/ / BOTTOM STR.=23.05' so
8" SW 1 0.98' WILL BE RESPONSIBLE FOR THE DATA
B STD T c�, bF RENTON
CB\So(R PROVIDED BY THEM. THE THIRD -PARTY
RIM EL= 0.7��0`� A EWALK. TRAFFIC ��)' > l / oo C� S/TD/I RT �� / /� // FF�\ SURVEYOR WILL BE RESPONSIBLE FOR THE
_ ° SIGNALS AND STREET / i /
8 CNC SE 2 0 -o UGHT EASEMENT. / ° / �° / /
- / o IM ,EL=31 c ACCURACY OF THE ACTUAL LOCATIONS IN THE
CR SOI ID I / ' / / "' /
�` / // I�E�. NO. 871022135 /o \( �%CNC,�W1-29.43' FIELD. THOSE RELYING ON THIS RECORD
RIM EL=30. / � /
- T(UG) NCT(IE-2 �t� / / oZ/�X//K
yo. / TEf TO,EI E / / \ DOCUMENT ARE ADVISED TO OBTAIN
(yy I g� F/ / I i �o jo/ ,// 5o Xs9,l/��e-� INDEPENDENT VERIFICATION OF ITS ACCURACY
<` �J I BEFORE APPLYING IT FOR ANY PURPOSE.
TOP
�1OT AS& CiNlEngineers SUED. �.
of easgf E /■ S IXu2lEglreers 001 ASI-001 CJ 9/27/22 DT T.L. VERTICAL: NAVD 1988
� - 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1983/1991
0a CITY OF
0 d-peAr hfi h DESIGNED:
GRAPHIC SCALE - Co nityPlemk'rs 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. RENTON
Lnd&Ney- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N.
0 10 20 40 4l/ Neighbors ONE INCH DATU M
�•� 6416 sv� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE
OA ��OISTERE9 T A C O M A • S E A T T L E DT IF NOT ONE INCH Planning/Building/Public Works Dept.
1" = 20 FEET
�ssIONAL E1200 Sixth Avenue,LS tesuite
1620, Seattle, WA 98101 206.267.2425 TEL N O. R EVI S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY
W11//20f9
r
H
H
R-42001 1 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
GRADING PLAN
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03/28/2023
FIELDBOOK:
PAGE:
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DRAWING NO:
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