HomeMy WebLinkAboutTED4003450.9A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
NE 2ND COURT NE 2ND PLACE
SEE SHEET RD-06 SEE SHEET RD-02 11
! i i CD+ o SCALE: 1' = 20'
oI I STREET SIGN, SEE NOT 5 I ( + -
! ! ! I (IYP.) 0 20' 10' 0 20' 40'
i
! ! i
! ! ! 5 5' LANDSCAPE , ! i REMOVE EXISTING SIDEWALK
i ! ! EASEMENT AS NEEDED TO ALLOW NEW
! DETAIL F011 ON SEE
ROAD CONSTRUCTION
REMOVE EXISTING SIDEWALK I EXISTING SHEET DT-04 (TYP)
AS NEEDED AND CONSTRUCT ! REPLACE SIDEWALK SIDEWALK MATCH EXISTING
20' DRIVEWAY APPROACH PER AS NEEDED SIDEWALK
DETAIL F006
STA. 51 +61.21 (1
REMOVE EXISTING SIDEWALK, ! I
CURB AND GUTTER AT CLOSEST
DOWN STATIONING JOINT !
!
PATCH WATER MAIN _
TRENCH PER DETAIL
H032.1 ON SHEET DT-03
R/W
INT'X STA. 51 +75.10, UNION AVE NE
STA. 403+73.50, NE 2ND CT
SAWCUT LINE
42'
RESIDENTIAL STREET
32'
PAVEMENT
0
52+00
53+00
z
w STA. 53+02.35 CONTRACTOR SHALL
REMOVE EXISTING SIDEWALK, MATCH INTO EXISTING
. CURB AND GUTTER AT CLOSEST ASPHALT ROADWAYy
DOWN STATIONING JOINT CQa�
INT'X STA. 53+43.12, UNION AVE NE
STA.
STA. 51 +86.07
REMOVE EXISTING SIDEWALK AT
CLOSEST UP STATIONING JOINT.
UNION AVENUE NE
R/W (MINOR ARTERIAL) R/W
1' MIN. 5' S/W 16' 16' 5' 1 1' MIN. 1' MIN.
0.5' 2'
1'
1 kw ' 2.0% 0 PX. 2:1 MAX.
- 2.0q 2.0% _ 0% 2.� M
Li
0.66'
CEMENT CONCRETE 2" COMP. DEPTH CLASS B ASPHALT
VERTICAL CURB AND " THICKENED EDGE
GUTTER 4 COMP. DEPTH ATB
6" COMP GRAVEL BORROW ADDITIONAL TREATMENT MAY BE REQUIRED
DEPENDING ON SOIL CONDITIONS
SECTION A -A
RESIDENTIAL STREET - N.E. 2ND PLACE
STA. 100+25.00 TO STA. 105+36.00
SCALE: 1 "=6'-0"
1' MIN
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R/W 26
RESIDENTIAL STREET
! 5' S/W
2 0%
R/W
,l
20' I
PAVEMENT
1
8' 1 12'
0.5' 0.5'
2.0%_
2:1 MAX.
2" COMP. DEPTH CLASS B ASPHALT
3" COMP. DEPTH ATB
CEMENT CONCRETE VERTICAL
CURB AND GUTTER
6" COMP GRAVEL BORROW
ADDITIONAL TREATMENT MAY
BE REQUIRED
DEPENDING ON SOIL
CONDITIONS
PRIVATE RESIDENTIAL STREET
VASHON PL. N.E.
STA. 300+30.00 TO 302+42.00
SCALE: 1 "= 6' - 0"
CHECKED FOR COMPLIANCE
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
TO CITY STANDARDS
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
/n
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4
MYLARS
RENTON JOB NO.
REMOVE "DEAD END" PLAQUE
FROM EXISTING SIGN AND
RELOCATE SIGN AS NEEDED
CONCRETE RAMP PER DETAIL
(ADJUST METER BOXES AS NEEDED)
\ STA. 53+73.45
REMOVE EXISTING SIDEWALK AT !
CLOSEST UP STATIONING JOINT.
I + 54+C
C.B. #21, TYPE 1
STA. 53+61.15, 21.27' LT.
I T.G. = 411.4f
I.E. = 409.0t
36 t iAL
40 L.F. 8"0 S.D. 0 S=6.50%
SAWCUT LINE
C.B. 22, TYPE 2-48"0
W/SOLID LID
CONNECT TO EXISTING 12" 0 SD
CONTRACTOR TO VERIFY INVERT
PATCH STORM DRAIN ELEV. PRIOR TO INSTALLATION
TRENCH PER DETAIL STA. 53+60.28, 18.63' RT.
H032.1 ON SHEET DT-02 T.G. = 411.5t
42' P.E. = 406.4t
RESIDENTIAL STREET R/W
32'
PAVEMENT
5' S/W 16' 16' 5' S/W i 1' MIN.
0.5' 0.5'
2.0% _ 2.0% 2.0% _ ` 2.0% 2:1 Mq
n
1
I
NE 2ND CT
NE 2ND z
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NE 2ND PLACE
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KEY MAP
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE.
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52).
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP).
4. CORRUGATED POLYETHYLENE PIPE (CPEP).
O CURB FLYABLE
BCR
1/4 p
1 /2 p
3/4 p
ECR
- X.
2" COMP. DEPTH CLASS B ASPHALT7H
CEMENT CONCRETE
4" COMP. DEPTH ATB VERTICAL CURB AND GUTTER
6" COMP GRAVEL BORROW ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL
RESIDENTIAL STREET CONDITIONS
VASHON AVE. N.E. AND N.E. 2ND CT.
STA. 200+29.00 TO STA. 203+76.40
SCALE: 1 "=6'-O"
26'
R/W RESIDENTIAL STREET W
1' MIN.
i
2:1 MAX
REVISION
5' S/W
0.5'
20'
PAVEMENT
0.5'
2 0%
2.0%
2:1 MAX.
2" COMP. DEPTH CLASS B ASPHALT
CEMENT CONCRETE VERTICAL
CURB AND GUTTER
3" COMP. DEPTH ATB
ADDITIONAL TREATMENT MAY BE
6" COMP GRAVEL BORROW
REQUIRED DEPENDING ON SOIL
CONDITIONS
RESIDENTIAL STREET
N.E. 2ND COURT
STA. 400+30.00 TO 403+73.50
SCALE: 1 "=6'-O"
SURVEYED:
SCALE:
ESM
10 15 200
/ /
!s •
20
VERTICAL: NAVD 1988
HORIZONTAL; NAD 19831199,
ESM
1/ 31/ 200
DESIGNED:
�L
ESM
10/22/201
ESM
12/06/20101
DRAWN:
1p�
ONE INCH
DATU M
ESM
12/22/201
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
STATION
OFFSET
ELEV.
53+02.80
22' LT.
410.68
----
----
410.76
----
----
410.75
----
----
410.64
100+71.25
16' LT.
410.45
p=89'09'15" R=25.00' L=38.90'
SUMMARY OF QUANTITIES
AREA
OF
PUBLIC PAVEMENT DISTURBED
= 100
S.F.
AREA
OF
SIDEWALK DISTURBED
= 500
S.F.
AREA
OF
NEW PAVEMENT
= 37,231
S.F.
AREA
OF
NEW SIDEWALK
= 6,759
S.F.
LENGTH OF NEW CURB & GUTTER
= 2,044
L.F.
LENGTH OF THICKENED EDGE
= 501
L.F.
NOTES:
1. SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.
2. SEE SHEET UT-01 FOR UTILITY CROSSING INFORMATION.
3. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND
COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
4. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL
BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE
PROJECT.
5. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013.
FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE
INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCTION.
6. STORM RUNOFF FROM LOTS 23-27 TO BE DISCHARGED TO ADJACENT WETLAND/STREAM BUFFER VIA
INDIVIDUAL LOT FLOW DISPERSION TRENCHES. THE DOWNSPOUTS OF ALL OTHER LOTS TO BE CONNECTED
TO THE ROAD CONVEYANCE SYSTEM VIA A PERFORATED PIPE CONNECTION. SEE DETAILS ON SHEET DT-01.
7. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS),
KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT
SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,
OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS
MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT
ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION
(E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M.
TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE
CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED
TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT
UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION
B15.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5).
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND
NOTED ON THESE APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND
TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN
THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FI.AGGER FOR
EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL
APPLY IN ITS ENTIRETY.
CITE OF GLADCO DEVELOPMENT, L.L.C.
RENTON ROSEWOOD HIGHLANDS
Planning/Building/Public works kept. ROAD AND STORM PLAN AND SECTIONS
' ,' :3 q -
DATE:
PAGE
DRAWING NO:
RD-01
SHEET: 9 IF
:31
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
10/15/2007
ESM
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG.
NAME: RD-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
R D-01
9
OF 3 1 SHEETS
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