HomeMy WebLinkAboutTED4003450.31nArN Al-1,
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
NE 2ND COURT STA. 51 +86.07 NE 2ND PLACE
SEE SHEET RD-06 REMOVE EXISTING SIDEWALK, SEE SHEET RD-02
CURB AND GUTTER AT CLOSEST
UP STATIONING JOINT
o I REPLACE SIDEWALK i o
+ AS NEEDED I + IE-408 91 8-0 S
STREET SIGN, SEE NOTE 5 - -
(TYP.) I o
I I REMOVE EXISTING SIDEWALK
5' LANDSCAPE
EASEMENT SIDEWALK RAMP SEE I AS NEEDED TO ALLOW NEW
DETAIL F011 ON I ROAD CONSTRUCTION
�i
%S-BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR VEY G P CTICE.
JONA D. KAR EN, L.S. NO. 41959
DATA; ' O / /
REMOVE EXISTING SIDEWALK SHEET DT-03 (TYP) i REMOVE DEAD END PLAQUE
AS NEEDED AND CONSTRUCT
FROM EXISTING SIGN AND ALLOWABLE PIPE MATERIALS
20' DRIVEWAY APPROACH PER / RELOCATE SIGN AS NEEDED
DETAIL F004 MATCH EXISTING
STA. 51 +61 .21
REMOVE EXISTING SIDEWALK,
CURB AND GUTTER AT CLOSEST SAWCUT LINE
DOWN STATIONING JOINT
PATCH WATER MAIN_
TRENCH PER DETAIL
H032.1 ON SHEET DT-03 -
INT'X STA. 51 +75.10, UNION AVE NE
STA. 403+73.50, NE 2ND CT
R/W
1' MIN. I ! 5' S/W
2:1 mAx
42'
RESIDENTIAL STREET
32'
PAVEMENT
1
1
WPLACE
D CT
z
((S��� 1
- `iTDEWXtK ` CONCRETE RAMP PER DETAIL 1. REINFORCED CONCRETE PIPE.
�� (ADJUST METER BOXES AS NEEDED) 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52).
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP).
EXISTING SIDEWALK A _ 4. CORRUGATED POLYETHYLENE PIPE (CPEP).
- -
- STA 53+73.45 ARY F ANTITIE
I O
52+00 Of 0 53+00
J Z
- I-_
w STA. 53+02.35 CONTRACTOR SHALL
REMOVE EXISTING SIDEWALK, MATCH INTO EXISTING
CURB AND GUTTER AT CLOSEST ASPHALT ROADWAY
DOWN STATIONING JOINT 36" W (SPU)
(i INT'X STA. 53+43.12, UNION AVE NE
STA.
3
UNION AVENUE NE
R/W (MINOR ARTERIAL) R/W
16' 5' 1' MIN. 1' MIN.
2'
1'
Mp,X 2:1 MAX.
2.0% _ 0 �•0% 21
0.66'
_V
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'-O"
O,5'
2.0%
R/W
E
0.5'
2.0%
26'
RESIDENTIAL STREET
20'
PAVEMENT
R/W
R/W
12' I 8' 5' S/W ! I 1MIN.
0.5'
2.0% - 2.0%
2.1 MAX -
CEMENT CONCRETE VERTICAL 2" COMP. DEPTH CLASS B ASPHALT
CURB AND GUTTER } 3" COMP. DEPTH ATB
ADDITIONAL TREATMENT MAY BE REQUIRED J 6" COMP GRAVEL BORROW
DEPENDING ON SOIL CONDITIONS
�m
RESIDENTIAL STREET
3,
oW VASHON PL. N.E.
STA. 300+30.00 TO 302+42.00
0 o SCALE: 1 "=6'-O"
i°
CHECKED FOR COMPLIANCE
o
N TO CITY STANDARDS
N
m � -
O a
w N CaN 2 Working Days Before You Dig
Ld zN1-800-424-5555m
W Utilities Underground Location Center
�a
(ID,MT,ND,OR,WA)
RENTON JOB NO.
1' MIN.
2:1 MAX.
2 I MAX
22 LF, 8.0 S.D.
O S = 1.50%
42'
RESIDENTIAL STREET
32'
PAVEMENT
REMOVE EXISTING SIDEWALK AT
CLOSEST UP STATIONING JOINT.
54+C
153+63.23. 21.23'
C.B. #21, TYPE 1
STA. Sz31 6 15, 2 24' LT.
T.G. _ f- 411.64
I.E. _4E)9.c'r 409.24.8.0
R/W
5' S/W 1 16' 16' 5' S/W i 1' MIN.
0.5' 0.5'
2.0% _
2.0% 2.0%
. 2.0% 2:1 MAX
26'
RESIDENTIAL STREET
20'
PAVEMENT
O CURB FLYABLE SUMM O QU S
BCR
1 /4 p
1 /2 p
3/4 p
ECR
2" COMP. DEPTH CLASS B ASPHALT 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
SCAI F- 1 "=W-n" FL 2. 0'
0.5'
-2.0%- 2:1
MAX.
CEMENT CONCRETE VERTICAL 2" COMP. DEPTH CLASS B ASPHALT
CURB AND GUTTER 3" COMP. DEPTH ATB
ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL 6" COMP GRAVEL BORROW
CONDITIONS RESIDENTIAL STREET
N.E. 2ND COURT
R/W
P
5' S/W
0.5'
2.0%
STA. 400+30.00 TO 403+73.50
SCALE: 1 "= 6' -O"
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
N0. REVISION
2:
mAx
ESM
01/31/200
s�Rvo:
ESM
10/22/201
DESIGNEE)
ESM
12/06/201
RIM
12/22/201
DRAWN-
ESM
02/24/2011
CHECKED:
I DATE I APPR I APPROVED
THICKENED EDGE SECTION
NOT TO SCALE
R 20 R
JVIIVI-VJL VIIIVLtt/'11
12'
4' PAVEMENT 4'
6' 6'
2.07.
` 2.0%
JOINT -USE DRIVEWAY
NOT TO SCALE
SCALE,
VERTICAL: NAVD 1988
1 *s209 HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
2:1 MAX.
STATION
OFFSET
ELEV.
53+02.80
21.83' LT.
410.72
----
----
410.85 (HP)
----
----
410.80
----
----
410.65
100+71.25
16.00' LT.
410.45
p=89'09'15" R=25.00' L=38.90'
KEY MAP
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 & GO13.
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 FLAGGER FOR
EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL
APPLY IN ITS ENTIRETY.
CITY OF
RENTON
Planning/Building/Public Works Dept.
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FlEL°a°OK
PAGE:
DRAWING NO,
ROAD AND STORM PLAN AND SECTIONS RD-01
SHEET. OF:
31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
AS BUILT MYLARS
ESM
10/19/2011
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S�ONAL
�v 20
JOB NO.: 1352-001-006
DWG. NAME: RD-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
RD-01
9 OF 31 SHEETS