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A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
PAVEMENT RESTORATION FOR WHITMAN COURT TO BE
STA. 14+80.00, 0.00'
BEGIN ROAD IMPROVEMENTS
n -�-
PROVIDED AS DIRECTED BY THE CITY OF RENTON ` X - CB. TYPE 1
INSPECTOR AND PER CITY OF RENTON STANDARDS. �` 3�, '? = L+ (j INT'X C8 #7, TYPE 2-48"� SCALE:
yZ'
FULL STREET GRIND AND OVERLAY TO BE PROVIDED =2 STA. 1 +76.32, WHITMAN CT NA W/ SOLID LOCKING LID
FROM STA. 12+20.00 TO STA. 14+80.00 - _ - - 12"� = STA. 52+63.97, ROAD B W/SOLID LOCKING LID 14+59.03. 8.17
CE INT'X STA ' RT 20 to 0 20 40
A. 12+ .14, WHITMAN CT N EX. C8, 77.vY_ 2-415 w Px. = ' f ; F� CONNECT TO EX. 12" S.D. CONTRACTOR
- STA. 5+79.36, ROAD A, C S; 12 ? C.84' RT -';� - ; -,?, _ TO VERIFY SIZE, DEPTH AND LOCATION I-
�� _ f - PRIOR TO CONSTRUCTION, AND NOTIFY
C8 #10, TYPE 2-48"0 - ) ' y ;c=- -v 1 1�^ ENGINEER OF ANY DISCREPANCIES. j
� � .- 2_.. _ .. _ .._
STA , ' LT `„�, , 1
=?r2.33, "� SAWCUT ALONG f = -3 2, 12"3 1 I T14+54.9 N
- 12+22.20 21.81
EXISTING 15"0 SEWER j ;E=332.01, ,="� FLOWLINE, SEE CITY OF `_yBC B-. ;2"
OD W /// RENTON STD. PLAN 103 =STA. 4+34.79, TRACT 0
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,
- - - -
- 0
_ , �
\\ D
10+00 1 - . r--- --- -. _____ _ - r \� �!! \ i -, i �� `\�\\ \ \ \ ` `\ \ `� ` i \�\ \ \\\' ` i O KEY MA
- --- - _
13+00 ,� \ \ ,i 1 i O S:
`.�, •��,`14+()0' j 1� ,5r cm N TE
N_ __._ __ -- --- _ _ _ �. � i. �`� \ •\ \- `.• 1 - -03 FOR HORIZONTAL
�. �'� '' - °--- �'` `� � ' WHIT `:: - � 1. SEE SHEET HOR-0 HOR
ti
"- -
`., LF, 12 "� SD\, ��ti:.' 1 WHITMAN N E.'`,� `' '`� ) , ` ti ' `\ 1 • \ �i� , a'_ - ` +\ _'`h Q CURVE DATA.
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_ _
-- -- - 1 i\ 3i- ----- - --� - ----- J 2
• - ...i-- -- --- ,.< -' L' THE APPROPRIATE UTILITY COMPANIES
\ •. _.� -� -� `- `� �' W EXISTING DRY UTILITIES SHALL BE REMOVED OR
I � I ------------------_.._.- _._.. _- ----- , - - ,� ` •\ '- __ _ ..- .._.___ _�. I W RELOCATED BY
EF
EXISTING CURB --�!
RAMP
5' SIDEWALK
r
389.0
7 -Jv l , , L S%
STA. 10+64.57, 26.62' RT.
MATCH EXISTING SIDEWALK
a
CURB F1 TABLE
BCR
1 /4 p
1/2 p
3/4 A
ECR
7s
395
0
375
370
STATION
OFFSET
ELEV.
11+89.36
18.95' RT.
391.77
___
-___
391-67
----
----
391.55
----
----
391.44
5+39-76
12.00' LT
391.09
Q=91VW51" R-20.00' L-31.82'
O CURB FLYABLE
BCR
1/4
1/2 p
3/4 p
ECR
STATION
OFFSET
ELEV.
12+52.00
19.13' RT
392.93
----
----
392.62
----
----
392.31
----
----
I392.00
5+40.92
12.00' RT.
1 391.15
A-84'S5'33"
R=20.00' L=29.64'
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CONTRACTOR. NOTIFY THE
_ Q'
AND COORDINATED WITH THE CONTRA T T
5' SIDEWALK
�� - - - Z t= ENGINEER OF ANY DISCREPANCIES.
T R RECORD ANY FIELD DEVIATION FROM
. 1 2 5' SIDEWALK -` 3. CO
_
T G S
- - - - _ RECORDS
TURNED OVER
= i BE
V KEPT ON CONSTRUCTION DRAWINGS
TO THE ENGINEER UPON COMPLETION OF THE
+ 4- STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED
_
11 r W ``' 7 = PER CITY OF RENTON STANDARDS G012 & G013. FINAL
Q
TR - --37 9I � LOCATIONS TO BE DETERMINED DURING CONSTRUCTION
C 2 3 4 TR a - ' 5 BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR
= j TO AS-BUILTS AND COMPLETION OF CONSTRUCTION.
EXISTING CURB, GUTTER &ROAD A t` -' 2 RT M ROAD B TRACT D 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
SIDEWALK TO BE REMOVED SEE SHEET RD-05 393•0 1 7YPE SEE SHEET RD-06 CITY OF RENTON TRENCH RESTORATION AND STREET
FROM STA. 10+70.42 1 SEE SHEET RD-05 ;=x. vR
- �i.3 , OVERLAY DETAIL.
c- ; _?r•. ; c. 4 PT 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING
IE=380.54, 12*0 3M24 A �
T`-' �� =3= INSTALLATION. VIDEO TO BE PROVIDED TO CITY
REPLACE GRATE W/SOLID LOCKING LID
E _ �"6
AND ROTATE LID TO BE OUT OF CURB ' - � �' ' =� -" INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS
AS -BUILT CERTIFICATION: CONNECT TO EX. 12"0 S.D.
THE ASBUILT INFORMATION SHOWN E. CONTRACTOR TO VERIFY SIZE, LESS THAN 1 FOOT.
HEREON IS BASED UPON A FIELD E \A DEPTH AND LOCATION PRIOR TO n CURB FLYABLE CURB FLYABLE 8. STORM DRAINAGE MAINS SHALL BE VIDEOEO FOLLOWING
u i S 3 4 INSTALLATION PER THE FOLLOWING PROCEDURE:
ci lo�iry tw uc m 1 wncn .w tvncn�• r•� _ • •% !'`nA1CTDt 1/`TInI►1 et►in IJATICV Ctlf`IIUCCD
0lV1AvL.1 01 R1L VI'llJC1[ III L/IRL\r l
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%1WIMJI INVV I IVIlq rew IlvV I II I uvvllvL_L_I♦
�r
SUPERVISI OCTO 2015
OF ANY DISCREPANCIES
i c
SCR
a
Ji Cis ��a�
WHITMAN CT NE
1�
NO E. ON, L.S. NO. 22338
4
L AN1,
(PRIVATE ROAD)
3ECR
12-15-2017
STATION
OFFSET
ELEV.
13+44.95
12.75' RT
390.32
----
----
390.00
----
---
389.69
__--
_ --_
389.37
52+31.27
10.0(Y LT.
1 389.06
Q-93"SW22" R=20.00' L-32.79'
1�
OCR
1 /4 p
1/2 p
3/4 p
ECR
STATION
OFFSET
ELEV.
14+06-32
13.00' RT.
388.78
----
----
358.85
----
----
388.92
----
----
388 99
52+30.97
110.10 RT
389.05
6-90' OCr
R-20.00' 1-31.42'
INT'X STA. 13+76.32, WHITMAN STA. 14+80.00,
' TA. 12+22.14, WHITMAN CT NE = STA. 52+63.97, ROAD B
I = STA. 5+79.36, ROAD A ELEV. 389.51 BEGIN ROAD IM1
EXISTING GRADE ®ELEV: 392.53 ELEV: 387.12
INT'X-.'------ ---_
- --
A. 14+ N
= STA. 4+34.79, TRACT D
ELEV: 387.64
�- - 8"0 W.M. fill
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32.4
5' - LF. 12 0 SD j - -�- j-
--------------------
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+r•-.r.�a. .•n•.aJ✓a w�.+a.--....ate-.w�.---.-_._r- r-•_.•--••- - - ---
C@A 2 W= Ith Days Salm e You Dfp
811
1.101m I*Wm cuW Lrocaftn Cw*w
11 +00
EXISTING 15"0 SEWER - '
CB #10. TYPE 2-48"0
TG=392.10
382.30 IE=382..52- 12"0 (S)
382.301E=38252. 12"0 (W)
® CONSULTING ENGINEERS LtC
moo °"' AIraIM,S ti01Isuite 205 1. 1 ♦ I or I
Feclm Way ww 98003
rtsall, NOW 41W-013
www.esmcivll.com ^ nw �
dull Ergw-..1ng Lora Swvwwy ►,o w Flo .6
Public Works 1 P-jsct lik, "0 rtlsllt I torWs Is IMddtsab e
ESM JOB 11799-001-013
12+00
f
IUD F i, IT rr_ Z-go iv
- .,.. 393.03
-=------
W/ SOLID LOCKING LI D
TG
IE=38►4-34 12"0 (N) 382.24
_ _ =
= >' (0.3i
379.18 W IE379 12"0 (W)
REPLACE GRATE W/SOLID LOCKING LID
' �- -'
"� =?
379.06 N - -
-12"0
AND ROTATE LID TO BE OUT OF CURB
E_ . ' = _
' 2" ,1)
378.96 S CONNECT TO EX.
CONNECT--TO-EX. 12"-0 S.D.
S.D.- CONTRACTOR TO
CONTRACTOR TO VERIFY SIZE,
VERIFY SIZE, DEPTH AND
DEPTH AND LOCATION PRIOR TO
LOCATION PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER
CONSTRUCTION AND NOTIFY
OF ANY DISCREPANCIES
ENGINEER OF ANY
DISCREPANCIES,
0 1 FIRST SUBMITTAL
1 _SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FMIAL SUBMITTAL
4 MYLAR SUBMITTAL
�o NO.
13+00
ESM
7/11/14
suffirlm
SCAL
1 �s1�'
ESM
26 14
o�sloMol
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ESM
10/29/14
ESM
11/20/14
cowaw. C�It
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ESM
12/01/14
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F SOOT ONE 101:11
Sc" A comw0G y
REVISION
BY
DATE
I APPR
I"
„'°° R=377544
HgRZO�.- /M81111111)71S3/1lSt
DATUM
♦ CITY OF
� RENTON
Planning/Building/Public Works Dept.
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCTV INSPECTION VIDEOS AND WRITTEN
REPORTS. THE CCTV INSPECTION SHALL INCLUDE
ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL
BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8
INCH DIAMETER OR LARGER DRAIN LINES AND
CONNECTING CATCH BASIN AND MANHOLE
CTDt 141TI IDcC CAM VlncnC ADC Tn or, Ita !'nt no
J1 I\VV I VI\LJ. J/ M� P N&_ I V VL. II, VVteV.•
r
405 AND COMPATIBLE WITH THE CITY S VIEWING AND
RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT
VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE
FORMAT) AND IS COMPATIBLE WITH GRANITE XP.
THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN
400 PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM
CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED)
ON THE APPROVED PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV
INSPECTION SHALL BE BORNE BY THE PROJECT
395 DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURRED IN CORRECTING ANY DEFICIENCIES
FOUND DURING CCTV INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL CCTV INSPECTION,
EXFILTRATION TESTING OR AIR TESTING THAT MAY BE
REOURIED BY THE CITY TO VERIFY THE CORRECTION
390 OF SAID DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL
COSTS INCURRED IN THE CCTV INSPECTION
PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
385
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS
380 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE
ALSO KNOWN AS HDPE PIPE OR HDPP)
4, CORRUGATED POLYETHYLENE PIPE (CPEP)
375
370
15+00
UTILITY CROSSING TABLE
CDI.E. (W.M.) 388.57, 8"0
CR. (S.D.) 383.47. 12"0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
WHITMAN COURT 01/13/20t
n1m11:
ROAD AND STORM PLAN AND PROFILE ,
PERMIT #U14003820 RD-01
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