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LU
y I C I
SEE C801 FOR WATER MAIN
30' ROW . , ' EXTENSION CONTINUATION
ROW :.
2" ASPHALT GRIND & OVERLAY (TYP)
>:' ='`'. MATCH LINE _ CEMENT CONCRETE TRAFFIC
A.SEE SHEET A
CURB AND GUTTER C631 6
Ao I iy MATCH LIN - SEE Sp 2
_=x = C620 ASPHALT PAVEMENT (TYP) PARALLEL CURB RAMP
° j�� ` _� PARALLEL 2 C632 PER COR STD 103 (TYP) C430
0
CURB RAMP C430r5
_
PERPENDICULAR CURB RAMP
u PA ASPHALT
. �... . . . - ' ....... i'.ti .... Q. PAVEME
NT
W
:. T ., :. .
�. ...: :..., .;-..�� .... '.S�R� .. "CURB y '�.ti: '
PARALLEL 6 /—+
"+ "' o N ASPHALT
PER PAINT MARK zv DRIVEWAY _ PAYMENT
�30CURB RAMP ' a �nP) 6"CURE X q VE NE >x C630 �3O .... "� 79+75
INDEX
(PUBLIC RIGHT-OF-WAY 51+00 �" JEFFERSON AVE ENE 52+00 ,.
20+00 �— _ _
1
U
Ilv x
H VE
(COMMERCIAL ACCESS � NE 53 OO
B^W� a"W-A ��
_ °y SIGN POST
+47 l _J � (PUBLIC RIGHT-OF-W �—
_ 50+_00 N047.499551 5J, AY' I
/ g APPROX. LOCATION
A I APPROX. LOCATION —
I p APPI W122.179477 o g O N ER PAI NT M(RI O ASPHALT ) ER PAIN
y °G PER O PAVEMENT ROX. LOCATION `(� (,
yO ER PAINT MARKS A
) u JEFFE ON AVE NE L
3 G P (TYP
PERPENDICULAR L `2 2 E
R� 7.51..' . Q ) DIREC710N Lc21.5g'
1
CURB RAMPS o VErbH''=1357•
4 a
PARALLEL PR LOCATION C430 �•
F
s,
NT MARK I . • ' : ''• � � d
CURB RAMP RP �,
"
E � - � . - � � <. ' a 2"GJ!
d G �fn
C430 — 0 tie>^. z
- u X-WALK � ,a
6"CU u 0
- •• 9� •• .... N
-
CURB ^' d O ❑ ❑ ❑ ❑ ❑ ❑ ❑ .•....... •..•. '•J q p �' 9 �°rns
0 0 ❑❑ ❑❑❑❑❑❑❑❑ ❑❑ ❑ ❑❑❑❑ ''' RICH
SIGN POST p ❑ ❑ ❑ ❑ �,••�••.•,•••••.•,-•�:• • � GE_Wav sm
N047.499390 0 o o b �........••. ° • Ro SIGN POST
`J
EX PROPERTY LINE _W122.179458 �q� •. # ;•'•" "6�•;.�,oY' ', •° • < ,9 ° o �.' N047.500145 q
s --
' ..� ° W122.178877�
A-
(TYP)
SIGN POST 9
PR PROPERTY N047.499366 ° °°� :......... _
LINE TYP W122.179407 " ...... • • • • •
°
(TYP) , PERMEABLE PAVERS �� °� °
',^ `. RIG OF_W
J •1.•........... J I ORDN �oO WAY
'..
B21 FOOTING PER KING' I SEE LANDSCAPE (TYP) �...:.:.:.:.:.:.:.:.:.:.: 39
COUNTY METRO STD D103 �y ""' bOURB
'nr ROW ��F ..........
•••Fie ......... V O
FFE=360.25
8' BU �S�E
4'� _A BUILDING LINE
(TYP) :....: tiz
PARKING STALL 3 # y� F :w........, '..w.
o y d °s CONCRETE PAVEMENT PAVEMENT (TYP) C�32 dt ~±
B A PER STRUCTURAL
N T ,
C620
no
_ : /
Z J
01
LLJ
'.w d ... a. ' d 0 4 d • AFT<s A.
60 PRECAST CONCRETE s, ... a g :•,•, ,. • • .. 10.0' VEHICULAR 4
o tj 4. ` • ... .. .
a • d d "A ........ ��.. ,.. :a:.. CONCRETE PAVEMENT C632
�32WHEEL STOP TYP a a d� d ......... ....... .... o . .. .. ..... ..... ........... .....
< �... ......
COORDINATE SLAB EDGE :_�: ' :::::: ' ...... .
N I N BUILDING OVERHEAD �. : a , ::::
d �. add. d :::::: WITH TRENCH DRAIN
_ . (TYP) d �`ti :..'. ,... �o .•.'..
qq O d• `! "� ' ..•.. �.. ...... ................... ...•..•. •. ...... .. i�
nn PERMANENT SHORING WALL
1 d .a a
/ x Y W »9y� O I I C a d
/ 2" ASPHALT GRIND sue$ °�p W d .°s d ALONG R (SEE SHORING) L '
m o
o & OVERLAY (TYP) b .... J
cv I I tp O Q. Q a. of < d e a d ....
CD�•
'Q d n a d ASPHALT PAVEMENT
Oa 'i• •�..................
(TYP) C632
mN: •': it 011 ,' •mo� :d a ....•....•....•....•....•....•....•....•...
C CO
PPS
I I ° r a ,•A. ° '* ....................... .
r6IIIIIEWALK PER COR : a. Q •' Q �. :::: ::::::::.
O
o A9s M e e, d, o
X �30STD 102 TYP 9��� Q : a ,
a N (TYP) a a
9
I e� OO
o I 4 b ... .. °pyo �V
/ m a, !a' A e d • o 02 P
r] . a a6, • •, ,� ................. ...
t] A d 'Q .............. °
•
M� CEMENT CONCRETE o p A d®e �;'" a. 4 �' F°°��° ,��� •• CEMENT CONCRETE
1 a
1 TRAFFIC CURB AND + ® :. :� TRAFFIC CURB C630
C63 P °o
GUTTER PER COR �S �, a
c
e
STD 103 TYP N = I L .. .� CID
A
-;.
CO w (TYP)
� �66 y A y�a SHORING L
.•• vS.-
N N = a: R MP C431P�FP p A , NT WALL
,.
(SEE SHORING)
SAWCUT (TYP) �� 9 «• , ��y
. OLn
co
• (^ <..
mrn �` fps O •...•: •'p P•.•. •. d / o��g9o� y� ..:
o X .• BEGIN CEMENT CONCR TE 7
/ •a: L'� •�C .o 9s..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• •'• .•J °�• 83+00 D :.�
F
7 PERPENDICULAR r 9ry�� ... MA CH EX CU
.. .... ... .. ..
CJ) J .. .. ... ...........
C430 CURB RAMP
N.. ... .... .. ......... ••
I 0 Re ® o� �� r51 lJ.'. .r'. ... . .. 4 AND E ION.
o R C+l'' �' s j .
o "� N 6 •'•'.. . '''''� i •' d 5.0' CONCRETE DRIVEWAY TRANSITION
N
CO :: - r7 £� ..... I' .:....:.:.:.:.:... �..::: .
/
''?� CONCRETE THICKNESS PER 4/C630
> / ` a�4�����.' C�riB4�. .�:... ..'.'.....'.'.'.'. -
E > SIGN POST moo.:::: ::.''.....::.. /
''� AS HALT PAVEMENT 2
I °9oG N047.499168 �........ �.
���oy W122.178685 DN WALL (TYP) C�32
/ I ° I / `........ ....... .. C RET C C
/ p9J•
Z 1
w
85 3� \ P00
CEMENT CONCRETE TRAFFIC 7
TCO CONSTRUCTION RECORD DRAWINGS BAND GUTTER PER C630
STD 101 (TYP)
THESE RECORD DOCUMENTS HAVE BEEN
PREPARED FROM THE CONTRACTOR'S I Michael Ruether (THE I Dakota Simurdak (THE
0 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY
THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON
DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suRvEYED'
rn Q RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY
x ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED:
/ THE ELEMENTS OF CONSTRUCTION AND IS 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK
CD •' NOT RESPONSIBLE FOR ERRORS OR 4 CIVIL CONSTRUCTION PERMIT REVISION _CB 06 17 22 TJE DRA`�N. DC, JYL
N OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024. 10/29/2024.
5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED:
ACCURACY OF THE INFORMATION PROVIDED x���ad leaedew x Palota &�raehl APPROVED:CB
CD X BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION BY DATE APPR TJE
J.
3
A 4276
• Call 811 �oc�s��ISTEg�'y� 1601 5th Avenue, Suite 1600
two business days SIGNAL E� Seattle, WA 98101
®
before you dig 10/14/2024 206.622.5822
www.kpff.com
SCALE.VEffn_
HORIZONTAL- NAD 1983/1991 • CITY OF
AS SHOWN �
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTES
1. SEE C100 FOR HORIZONTAL CONTROL OF ALL ROAD AND PAVEMENT
IMPROVEMENTS.
2. SEE C400 FOR GRADING INFORMATION.
3. SEE C610 AND C611 FOR ROADWAY CENTERLINE PROFILES.
4. SEE C700 FOR STORM DRAINAGE INFORMATION.
5. SEE C500 C800-C801f AND C900 FOR UTILITY INFORMATION.
6. SEE C1000 FOR SIGNING AND CHANNELIZATION INFORMATION.
7. REFER TO LANDSCAPE FOR PAVEMENT SCORING, SITE FURNISHINGS, ELEMENTS
ON STRUCTURE, AND PLANTING DESIGN.
8. PAVEMENT DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL
RECOMMENDATIONS BY OTTO ROSENAU & ASSOCIATES, INC.
LEGEND
— — — — — — PROPERTY LINE
BUILDING LINE
— — — — — — — BUILDING OVERHEAD
-- - - - - - - - - - - - - - - - -- SAWCUT
CEMENT CONCRETE TRAFFIC
CURB AND GUTTER
ASPHALT PAVEMENT
2" ASPHALT GRIND &OVERLAY
CONCRETE PAVEMENT
PARKING STALL PAVEMENT
PERMEABLE PAVERS (SEE LANDSCAPE)
0 10' 20' 40'
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R-419915
1 inch = 20 feet z
LU
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
a
C�
w
Z
D
RENTON SUNSET GARDENS 10/14/2024 z
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FlELDBOOK:
2900 NE 10TH ST, RENTON, WA 98056
PAGE: O
DRAWING NO:
C600 w
ROAD & PAVING PLAN SHEU` 15 0"44 0�