HomeMy WebLinkAboutAB-4030 part 2COVER
Sheet Index
Sheet Number Drawing Number Sheet Title
1 COVER 2023 STORM REPAIR PROJECT
COVER
2 A ABERDEEN AVE NE STORM IMPROVEMENT PROJECT
COVER SHEET
3 B ABERDEEN AVE NE STORM IMPROVEMENT PROJECT
SITE PREP PLAN
2023 STORM
REPAIR/REPLACEMENT PROJECT
VICINITY MAP - ABERDEEN AVE NE STORM IMPROVEMENT PROJECT
N
SW
P
-
2
7
-
4
0
3
0
H:\
C
A
D
\
_
P
R
O
J
E
C
T
S
\
S
W
P
\
2
7
-
4
0
3
0
_
A
B
E
R
D
E
E
N
\
D
W
G
NE SUN
S
E
T
B
L
V
D
5 1 S 26TH ST CULVERT IMPROVEMENT PROJECT 2022
COVER SHEET
6 2 S 26TH ST CULVERT IMPROVEMENT PROJECT 2022
ABBREVIATIONS, GENERAL NOTES, LEGEND, AND CITY STANDARD PLAN NOTES
7 3 S 26TH ST CULVERT IMPROVEMENT PROJECT 2022
PLAN AND PROFILE AND DETAILS
4 C ABERDEEN AVE NE STORM IMPROVEMENT PROJECT
STORM DRAINAGE PLAN
VICINITY MAP - S 26TH ST CULVERT IMPROVEMENT PROJECT 2022
N
PROJECT
LOCATION
PROJECT
LOCATION
AB
E
R
D
E
E
N
A
V
E
N
E
SU
N
S
E
T
B
L
V
D
N
E
I
-
4
0
5
PROJECT
LOCATION
BE
N
S
O
N
R
D
S
S 26TH ST
S 2
7
T
H
P
L
M
I
L
L
A
V
E
S
B
E
N
S
O
N
D
R
S
2023 STORM
REPAIR/REPLACEMENT PROJECT
NOT TO SCALE NOT TO SCALE
MDU H G P (GR3
D
O
G
S
U
RIHVVLR3DO H 3J L 3 HHU
UHJLVWHU H G
VWDWH R I <DV-L
3
J
WR
3
7/20/2023
COVER SHEET
GENERAL NOTES
HORIZONTAL DATUM
VERTICAL DATUM
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE AND FEDERAL LAWS. SEE THE "STANDARD DETAILS" SECTION OF THE
PROJECT SPECIFICATIONS FOR REFERENCED CITY OF RENTON (COR)
STANDARD DETAILS AND ANY REFERENCED WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT) STANDARD DETAILS. ALL WORK AND MATERIALS
SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND THE
CONTRACT SPECIAL PROVISIONS
2.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE CITY ENGINEER OR
DESIGNATED REPRESENTATIVE.
3.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH
THE CITY ENGINEER FOR A PRECONSTRUCTION CONFERENCE.
4.A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE
ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. LOCATIONS ARE BASED
ON A COMBINATION OF ONE OR MORE OF THE FOLLOWING: OBSERVATION OF
SURFACE FEATURES, GEOGRAPHIC INFORMATION SYSTEM DATA, PAINT MARKS
APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, CCTV, AND
RECORD SCHEMATIC DRAWINGS. UTILITIES SHOWN IN THESE DRAWINGS ARE
FOR THE PURPOSES OF ASSISTING THE CONTRACTOR WITH LOCATING
UTILITIES. THE CITY OF RENTON ASSUMES NO LIABILITY FOR THE ACCURACY OF
THE RECORD INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES
WITHIN PROPOSED EXCAVATION LIMITS. CONTACT UNDERGROUND UTILITY
LOCATE SERVICE (1-800-454-5555) A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION TO OBTAIN ON-SITE UTILITY LOCATIONS. CONTRACTOR SHALL
POTHOLE ALL UNDERGROUND GAS, WATER, SERVICE CONNECTIONS, AND ALL
OTHER UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY CONFLICTS. PRECAUTIONS AND REMEDIAL
MEASURES SHALL BE TAKEN AS REQUIRED TO PROTECT PERSONS AND
PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE
NOTED, PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALL INCLUDE
PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES
DURING EXCAVATION, IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH
PROPOSED IMPROVEMENTS, COORDINATE THE RELOCATION OF THE PRIVATE
UTILITY WITH THE UTILITY OWNER UNLESS NOTED OTHERWISE OR DIRECTED BY
THE ENGINEER.
6.EXISTING WATER LINE BEND AND BLOCKING ARE NOT SHOWN.
7.STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES
AND CATCH BASINS UNLESS OTHERWISE NOTED.
8.EXCEPT AS OTHERWISE NOTED, CATCH BASIN AND MANHOLE RIM ELEVATIONS
GIVEN ARE APPROXIMATE. FINAL ELEVATIONS SHALL MATCH FINAL GRADE.
9.USE CDF FOR BEDDING AND BACKFILLING AROUND EXISTING OR NEW UTILITIES
WHERE STANDARD METHODS DO NOT PERMIT COMPACTION REQUIREMENTS TO
BE MET, AS SHOW ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER.
10.SITE CONSTRUCTION LIMITS (PRESERVATION LINES) COINCIDE WITH CITY
RIGHT-OF-WAY UNLESS SHOWN OTHERWISE.
11.FOR CLARITY OF DRAWINGS, OVERHEAD POWER AND TELECOM ARE NOT
SHOWN ON THE DRAWINGS. CONTRACTOR IS ADVISED THAT THERE ARE
OVERHEAD POWER AND TELECOM THROUGHOUT PROJECT AREA, INCLUDING
DIRECTLY OVER PROPOSED PIPE IMPROVEMENTS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN
ACCORDANCE WITH ANY REQUIREMENTS SET FORTH BY THE UTILITY OWNER
AND APPLICABLE LAWS AND REGULATIONS.
12.NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS
SHALL BE ON A CONTRACTOR SECURED AREA. ALL TESC REQUIREMENTS APPLY
TO THE CONTRACTOR'S OBTAINED STAGING AREA.
13.CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER UTILITY
ABOUT ANY RELOCATION OR MODIFICATION TO SERVICE LINES. TEMPORARY
WATER SERVICE RELOCATION INCLUDES SERVICE LINE AND CONNECTION
FITTINGS AND SHALL BE INCIDENTAL TO OTHER PAYMENT ITEMS.
14.THE NEW STORM CROSSES EXISTING UNDERGROUND GAS MAINS AND GAS
SERVICES IN MULTIPLE LOCATIONS. IF NOT PREVIOUSLY POTHOLED BY PSE,
CONTRACTOR SHALL POTHOLE GAS A MINIMUM OF 10 DAYS IN ADVANCE OF
PERFORMING WORK IN THE AREA AND PROVIDE RESULTS TO ENGINEER. IF
EXISTING GAS MAIN IS IN CONFLICT WITH NEW STORM, CITY WILL PROVIDE NEW
PROFILE GRADES FOR THE STORM PIPING. ADJUSTMENT OF THE STORM
ALIGNMENT SHALL BE AT NO ADDITIONAL COST TO THE CITY. IF EXISTING GAS
MAIN (OR SERVICE) IS IN CONFLICT WITH NEW STORM AND STORM PROFILE
CANNOT BE ADJUSTED, CONTRACTOR SHALL COORDINATE WITH PSE FOR GAS
RELOCATION (CONTACT PSE GAS REPRESENTATIVE CHANG PAK AT
253-395-6988). ALL COST FOR COORDINATION WITH PSE FOR GAS SERVICE
RELOCATION SHALL BE PAID FOR BY FORCE ACCOUNT.
15.CONTRACTOR SHALL NOT ORDER PRECAST MANHOLES/CATCH BASINS UNTIL
ALL POTENTIAL CONFLICTS THAT COULD AFFECT THE MANHOLES/CATCH BASINS
HAVE BEEN POTHOLED TO CHECK FOR CONFLICT, AND THOSE CONFLICTS HAVE
BEEN RESOLVED.
16.ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS PER
MANUFACTURER RECOMMENDATION.
17.EXISTING STORM DRAINAGE PIPES SHALL BE ABANDONED AND FILLED WHERE
INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE
SPECIAL PROVISIONS FOR PIPES AND SECTION 7-05.3(2) OF THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES.
18.CONTRACTOR SHALL REPLACE ANY SURVEY MONUMENTS DISTURBED IN
ACCORDANCE WITH SECTION 1-05.4 OF THE SPECIAL PROVISIONS AND CITY OF
RENTON SURVEY STANDARDS AT NO ADDITIONAL COST TO THE CITY OF
RENTON.
19.FOR PAVEMENT RESTORATION, CONTRACTOR IS REQUIRED TO PROVIDE A HOT
MIX ASPHALT TRENCH PATCH AND OVERLAY IN ACCORDANCE WITH COR
STANDARD PLAN 110.
20.WHERE TYPE 2 CATCH BASINS ARE INSTALLED IN ROADWAY GUTTER SECTION
THEY SHALL BE PLACED IN ACCORDANCE WITH COR STANDARD PLAN 101.1.
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91
NAVD 88
ABERDEEN AVE NE STORM
IMPROVEMENT PROJECTSW
P
-
2
7
-
4
0
3
0
H:\
C
A
D
\
_
P
R
O
J
E
C
T
S
\
S
W
P
\
2
7
-
4
0
3
0
_
A
B
E
R
D
E
E
N
\
D
W
G
GENERAL ESC NOTES
1.THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN OUTLINED
HEREIN IS CONCEPTUAL. THE CONTRACTOR IS REQUIRED TO SUBMIT A FINAL
TEMPORARY WATER POLLUTION AND EROSION CONTROL PLAN IN ACCORDANCE
WITH SPECIAL PROVISIONS SECTION 1-07.15.
2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS
THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL
CONSTRUCTION IS APPROVED.
3.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO
OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE
THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
4.THE ESC FACILITIES SHOWN ON THESE PLANS OR SPECIFIED HEREIN ARE THE
MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS
NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR
CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF
DITCHES AND SILT FENCES, ETC.).
5.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING.
WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC
FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY
REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30).
6.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT
WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN
DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING,
ETC.).
7.ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION
SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
8.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING
A STORM EVENT.
9.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
10.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT
SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES.
11.NO STOCKPILING/STAGING WILL BE CONDUCTED WITHIN THE RIGHT OF WAY OR
CITY OWNED SITE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ITS OWN
STOCKPILE/STAGING AREAS.
12.PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE
CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED.
13.IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS,
WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE
CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM
DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES
CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR
PULVERIZING OPERATIONS SHALL BE VACUUM-CLEANED TO PREVENT
CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE
WATERS.
14.CATCH BASIN INSERTS SHALL BE PLACED AT ALL CATCH BASINS ALONG PIPE
ALIGNMENT. SEE CITY OF RENTON STANDARD PLAN 216.30.
15.INSTALL SILT FENCING AROUND ENTIRE STAGING/STOCKPILE AREAS PER COR
STANDARD PLAN 214.
16.TEMPORARY SEDIMENTATION TANK MAY BE REQUIRED IN CONTRACTOR
STAGING AREA IF THE SILT FENCING IS NOT ADEQUATE.
17.KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS
FREE OF DEBRIS AND SEDIMENT.
18.CONSTRUCT TEMPORARY STORMWATER BYPASSES AS NEEDED DURING
CONSTRUCTION TO DIVERT STORMWATER AROUND TRENCHING AND PIPE
INSTALLATION ACTIVITIES AND MAINTAIN DRAINAGE OF UPSTREAM
STORMWATER. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF STORM DRAIN
BYPASS PLAN. UNLESS OTHERWISE NOTED, BYPASSES ARE TO BE DESIGNED TO
HANDLE THE VOLUME AND PEAK FLOWS OF THE 2-YEAR STORM EVENT AT A
MINIMUM. SUBMIT AS PART OF WATER CONTROL PLAN. STORM DRAIN BYPASS
PLAN SHALL ALSO ADDRESS THE DOWNSTREAM SYSTEM AND PREVENTION OF
STORMWATER ENTERING THE WORK AREA BY BACKING UP FROM
DOWNSTREAM.
19.ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL
BE TREATED VIA SEDIMENTATION, FILTRATION THROUGH VEGETATION IN
APPROVED AREAS, OR PORTABLE FILTRATION SYSTEMS (UTILIZING TANKS AND
FILTERS), AS NEEDED, PRIOR TO DISCHARGE TO DOWNSTREAM SYSTEM IN
ORDER TO MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL WATER QUALITY
REGULATIONS. CONTRACTOR MAY ALSO DISCHARGE TO THE SANITARY SEWER
SYSTEM AFTER OBTAINING APPLICABLE PERMITS AND MEETING PRETREATMENT
REQUIREMENTS.
ABERDEEN AVE NE STORM
IMPROVEMENT PROJECT
VICINITY MAP - ABERDEEN AVE NE STORM IMPROVEMENT PROJECT
N
NE SUN
S
E
T
B
L
V
D
PROJECT
LOCATION
PIPE 125752
PROJECT
LOCATION
PIPE 125875
AB
E
R
D
E
E
N
A
V
E
N
E
SU
N
S
E
T
B
L
V
D
N
E
I
-
4
0
5
NOT TO SCALE
MDU H G P (GR3
D
O
G
S
U
RI
HVVLR3DO H 3J L 3 HHU
UHJLVWHU H G
VWDWH R I ZDV-L
3
J
W
R
3
7/20/2023
0+57-0+05
0+00
BP
:
-
0
+
0
5
.
0
0
PI
:
0
+
0
0
.
0
0
PI
:
0
+
5
2
.
3
2
EP
:
0
+
5
7
.
3
2
CITY OF
RENTON ROW
FIRE HYDRANT
12" STORM
12" STORM
24" CONC STORM
18" STORM
FACILITY ID: 136691
EX CATCH BASIN TYPE II
RIM: 231.97
IE: 222.87-EX 12" (N)
IE: 222.57-EX 24" (W)
IE: 222.77-EX 24" (E)
12" STORM
FACILITY ID: 136825
EX CATCH BASIN TYPE I
RIM: 232.16
IE: 228.61-EX 24" (W)
IE: 228.96-EX 12" (E)
16" WATER
12" WATER
12" WATER
8" SEWER
CITY OF RENTON - LIGHT
LUMEN - COMM
PSE - POWER
CITY OF
RENTON ROW
1+57
0+95
1+
0
0
BP: 0
+
9
5
.
0
0
EP
:
1
+
5
6
.
9
9
PI: 1
+
0
0
.
0
0
PI
:
1
+
5
1
.
9
9
CITY OF
RENTON ROW
12" CONC STORM
18" CONC STORM
FACILITY ID: 136685
EX CATCH BASIN TYPE II
RIM: 211.58
IE: 199.08-EX 24" (E)
IE: 199.06-EX 24" (SW)
IE: 206.88-EX 12" (SE)
FACILITY ID: 136731
EX CATCH BASIN TYPE I
RIM: 213.00
IE: 205.60-EX 24" (W)
IE: 206.30-EX 12" (N)
IE: 205.80-EX 18" (S)
CITY OF
RENTON ROW
24" CONC STORM
24" CMP STORM
12" STORM
FIRE HYDRANT
12" WATER
12" WATER
3/4" WATER
WATER METER
10" SEWER
10" SEWER
SEWER MANHOLE
4" SEWER FORCE MAIN
10" WATER
CITY OF RENTON - LIGHT
LUMEN - COMM
12" STORM
EXISTING TREE
CITY OF
RENTON ROW
SITE PREP PLAN
SW
P
-
2
7
-
4
0
3
0
H:\
C
A
D
\
_
P
R
O
J
E
C
T
S
\
S
W
P
\
2
7
-
4
0
3
0
_
A
B
E
R
D
E
E
N
\
D
W
G
KEY NOTES
DEMOLISH AND REMOVE EXISTING STORM STRUCTURE.
PRESERVE AND PROTECT EXISTING STORM STRUCTURE.
PRESERVE AND PROTECT EXISTING UTILITY.
DEMOLISH AND REMOVE EXISTING STORM PIPE.
DEMOLISH AND REMOVE EXISTING FIRE HYDRANT AND SPOOL.
VALVE TO REMAIN.
PRESERVE AND PROTECT EXISTING TREE.
APPROXIMATE SAWCUT LIMITS.
1
2
3
4
5
6
7
Feet
0 40 80
DEMOLITION NOTES
1.THE WORK UNDER THE CONTRACT INCLUDES ALL CLEARING
NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH THIS
PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE
THESE OBSERVATIONS WITH THE PROJECT WORK. CLEARING,
GRUBBING, AND DEMOLITION WORK SHALL BE INCIDENTAL TO
THE PROJECT.
2.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED
AND REMOVED MATERIALS FROM THE SITE UNLESS
OTHERWISE NOTED.
3.SEE SHEET "A" FOR ESC NOTES.
2
4
PLAN VIEW - PIPE 125752
Feet
0 40 80 N
PLAN VIEW - PIPE 125875
ABERDEEN AVE NE STORM
IMPROVEMENT PROJECT
2
3
3
3
3
3
3
3
3
3
1
1
3
3
3
3
3
3
33
3
3
3
5
3
3
4
3
3
3
3
3
3
6
N
7
7
7
7
7
LCT G F O EF4P
C
N
F
R
T
4H
G
UUK4PCN GP I K P G GT
TGI KUVGT G F
UVCVG 4H YCUJKP
I
V
4P
7/20/2023
0+57-0+05
0+00
BP
:
-
0
+
0
5
.
0
0
PI
:
0
+
0
0
.
0
0
PI
:
0
+
5
2
.
3
2
EP
:
0
+
5
7
.
3
2
CITY OF
RENTON ROW
FIRE HYDRANT
12" STORM
12" STORM
18" STORM
12" STORM
16" WATER
12" WATER
12" WATER
8" SEWER
CITY OF RENTON - LIGHT
LUMEN - COMM
PSE - POWER
NEW 52 LF 24" POLYPRO @ 11.16%
FACILITY ID: 136825
EX CATCH BASIN TYPE I
STA:0+52.32
RIM: 232.16
IE: 228.61 24" (W)
IE: 228.96-EX 12" (E)
FACILITY ID: 136691
EX 48" CATCH BASIN TYPE II
STA:0+00.00
RIM: 231.97
IE: 222.87-EX 12" (N)
IE: 222.57-EX 24" (W)
IE: 222.77 24" (E)
CITY OF
RENTON ROW
1+57
0+95
1+
0
0
BP: 0
+
9
5
.
0
0
EP
:
1
+
5
6
.
9
9
PI: 1+
0
0
.
0
0
PI
:
1
+
5
1
.
9
9
CITY OF
RENTON ROW
12" CONC STORM
18" CONC STORM
CITY OF
RENTON ROW
24" CMP STORM
12" STORM
FIRE HYDRANT
12" WATER
12" WATER
3/4" WATER
WATER METER
10" SEWER
10" SEWER
SEWER MANHOLE
4" SEWER FORCE MAIN
10" WATER
CITY OF RENTON - LIGHT
LUMEN - COMM
12" STORM
CB#1
NEW 48" CATCH BASIN TYPE II
STA:1+00.00
RIM: 211.58
IE: 199.08 24" (E)
IE: 199.06-EX 24" (SW)
IE: 206.88-EX 12" (SE)
NEW 52 LF 24" POLYPRO @ 12.54%
CB#2
NEW CATCH BASIN TYPE I
STA:1+51.99
RIM: 213.00
IE: 205.60 24" (W)
IE: 206.30-EX 12" (N)
IE: 205.80-EX 18" (S)
EXISTING TREE
CITY OF
RENTON ROW
195
200
205
210
215
195
200
205
210
215
1+00
21
1
.
5
8
21
2
.
2
8
1+50
21
2
.
8
7
APPROXIMATE
GRADE
APPROXIMATE
GRADE
NEW 52 LF
24" POLYPRO @ 12.54%
CB#1
NEW 48" CATCH BASIN TYPE II
STA:1+00.00
RIM: 211.58
IE: 199.08 24" (E)
IE: 199.06-EX 24" (SW)
IE: 206.88-EX 12" (SE)
CB#2
NEW CATCH BASIN TYPE I
STA:1+51.99
RIM: 213.00
IE: 205.60 24" (W)
IE: 206.30-EX 12" N
IE: 205.80-EX 18" S
CITY OF RENTON-LIGHT
STA: 1+05.00
ELEV: NOT LOCATED
12" WATER
STA: 1+17.00
ELEV: NOT LOCATED
LUMEN-COMM
STA: 1+48.99
ELEV: NOT LOCATED
10" SEWER
STA: 1+40.50
ELEV: 208.10
12" STORM
STA: 1+11.70
ELEV: 204.73
215
220
225
230
235
215
220
225
230
235
0+00
23
1
.
9
7
23
1
.
9
9
0+50
23
1
.
9
9
APPROXIMATE
GRADE
APPROXIMATE
GRADE
FACILITY ID: 136691
EX 48" CATCH BASIN TYPE II
STA:0+00.00
RIM: 231.97
IE: 222.87-EX 12" (N)
IE: 222.57-EX 24" (W)
IE: 222.77 24" (E)
FACILITY ID: 136825
EX CATCH BASIN TYPE I
STA:0+52.32
RIM: 232.16
IE: 228.61 24" (W)
IE: 228.96-EX 12" (E)
NEW 52 LF
24" POLYPRO @ 11.16%
CITY OF RENTON-LIGHT
STA: 0+05.00
ELEV: NOT LOCATED
12" WATER
STA: 0+10.77
ELEV: NOT LOCATED
8" SEWER
STA: 0+33.82
ELEV: 223.13
LUMEN-COMM
STA: 0+49.32
ELEV: NOT LOCATED
PSE-POWER
STA: 0+55.32
ELEV: NOT LOCATED
STORM DRAINAGE PLAN
SW
P
-
2
7
-
4
0
3
0
H:\
C
A
D
\
_
P
R
O
J
E
C
T
S
\
S
W
P
\
2
7
-
4
0
3
0
_
A
B
E
R
D
E
E
N
\
D
W
G
Feet
0 40 80
N
2
PLAN VIEW - PIPE 125752
Feet
0 40 80
N
PLAN VIEW - PIPE 125875
ABERDEEN AVE NE STORM
IMPROVEMENT PROJECT
PROFILE VIEW - PIPE 125752
1"=20' HORIZONTAL 1"=4' VERTICAL
STORM DRAINAGE NOTES
1.ALL IMPROVEMENTS SHALL FOLLOW CITY OF RENTON CITY
STANDARDS.
2.POLYPROPYLENE PIPE SHALL BE INSTALLED PER MANUFACTURERS
REQUIREMENTS.
3.ALIGNMENT OF NEW SYSTEM FOLLOWS ALIGNMENT OF EXISTING
SYSTEM. STATIONS SHOWN ARE FOR DESIGN PURPOSE ONLY.
CONTRACTOR TO VERIFY LOCATIONS OF NEW MANHOLES WITH
ENGINEER PRIOR TO CONSTRUCTION.
4.CONSTRUCTION OF NEW STORM SYSTEM WILL IMPACT EXISTING SITE
FEATURES INCLUDING BUT NOT LIMITED TO SIDEWALKS, CURB AND
GUTTER, CONCRETE DRIVEWAY, HMA DRIVEWAY, ETC. ALL EXISTING
SITE FEATURES SHALL BE REPLACED TO MATCH EXISTING SITE
FEATURES PER CITY OF RENTON STANDARD PLANS UNLESS
OTHERWISE NOTED.
4.1.COR STANDRAD PLAN 101 & 103: CEMENT CONCRETE TRAFFIC
CURB AND GUTTER
4.2.COR STANDARD PLAN 102: CEMENT CONCRETE SIDEWALK
5.CONTRACTOR SHALL MAINTRAIN ONE LANE OF TRAFFIC AT ALL TIMES
DURING CONSTRUCTION.
PROFILE VIEW - PIPE 125875
1"=20' HORIZONTAL 1"=4' VERTICAL
KEY NOTES
CONNECT EXISTING STORM UTILITY TO NEW STRUCTURE.
CONNECT NEW STORM UTILITY TO EXISTING STRUCTURES.
RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD
PLAN 204.20
ROUND FRAME AND COVER PER CITY OF RENTON STANDARD
PLAN 204.50
SEE SHEET C200 FOR ADDITIONAL ABANDONMENT DETAILS
PROVIDE NEW FIRE HYDRANT AND SPOOL TO EXISTING FIRE
HYDRANT VALVE PER CITY OF RENTON STANDARD PLAN 310.1
APPROXIMATE SAWCUT LIMITS.
1
2
3
4
5
6
7
4 3
1
1
1
1
6
NOTE: DURING DESIGN INVESTIGATION AND
LOCATES PSE EITHER DID NOT COME OUT
OR DID NOT LOCATE A GAS LINE. THE CITY
OF RENTON BELIEVES A GAS LINE MAY BE
PRESENT AND IF FOUND THE GAS LINE
SHALL BE PRESERVED AND PROTECTED.
NOTE: DURING DESIGN INVESTIGATION AND
LOCATES PSE EITHER DID NOT COME OUT
OR DID NOT LOCATE A GAS LINE. THE CITY
OF RENTON BELIEVES A GAS LINE MAY BE
PRESENT AND IF FOUND THE GAS LINE
SHALL BE PRESERVED AND PROTECTED.
7
7
7
7
7
LCT G F O EFQP
C
N
F
R
T
Q
H
GUUKQPCN GP I K P G GT
TGI KUVGT G F
UVCVG Q H YCU-KP
I
V
QP
7/20/2023
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
T
E
:
RE
V
I
E
W
E
D
B
Y
:
DA
T
E
NO
.
RE
V
I
S
I
O
N
CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
v
e
D
a
t
e
:
Pl
o
t
D
a
t
e
:
8/
4
/
2
0
2
2
1
2
:
5
7
P
M
8/
1
6
/
2
0
2
2
1
0
:
4
8
A
M
By
:
Cf
c
h
P:
\
R
\
R
E
N
T
0
0
0
0
1
9
0
2
\
0
4
0
0
C
A
D
\
S
H
E
E
T
S
\
E
C
-
S
D
-
R
E
N
T
0
0
0
0
1
9
0
2
-
S
2
6
t
h
S
t
-
1
-
X
.
d
w
g
Cr
a
i
g
C
h
r
i
s
t
e
n
s
e
n
By
:
Fi
l
e
:
CHECKED BY:
®
S
2
6
T
H
S
T
-
C
U
L
V
E
R
T
I
M
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
CI
T
Y
O
F
R
E
N
T
O
N
FOR CONSTRUCTION
RENT00001902
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
REENIGNELANOISSE
FO
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
RAIG
F R A S E R
APPROVED FOR COSTRUCTION
BY DATETroy Solly
Project Manager
CO
V
E
R
CFCH/EH
SYS/CFCH
SS
C
P
6
3
SS
C
P
6
4
CFCH/EH
RE
N
T
O
N
WA
05/05/22
1
1 OF 3
CITY OF RENTON
S 26TH ST
CULVERT IMPROVEMENT PROJECT
2022
LIST OF DRAWINGS
PROJECT
LOCATION
NOT TO SCALENOT TO SCALE
LOCATION MAP VICINITY MAP
9/16/22
07/20/23
LEGEND
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
T
E
:
RE
V
I
E
W
E
D
B
Y
:
DA
T
E
NO
.
RE
V
I
S
I
O
N
CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
v
e
D
a
t
e
:
Pl
o
t
D
a
t
e
:
8/
4
/
2
0
2
2
1
2
:
5
7
P
M
8/
1
6
/
2
0
2
2
1
0
:
4
9
A
M
By
:
Cf
c
h
P:
\
R
\
R
E
N
T
0
0
0
0
1
9
0
2
\
0
4
0
0
C
A
D
\
S
H
E
E
T
S
\
E
C
-
S
D
-
R
E
N
T
0
0
0
0
1
9
0
2
-
S
2
6
t
h
S
t
-
1
-
X
.
d
w
g
Cr
a
i
g
C
h
r
i
s
t
e
n
s
e
n
By
:
Fi
l
e
:
CHECKED BY:
®
S
2
6
T
H
S
T
-
C
U
L
V
E
R
T
I
M
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
CI
T
Y
O
F
R
E
N
T
O
N
FOR CONSTRUCTION
RENT00001902
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
REENIGNELANOISSE
FO
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
RAIG
F R A S E R
APPROVED FOR COSTRUCTION
BY DATETroy Solly
Project Manager
AB
B
R
E
V
I
A
T
I
O
N
S
,
G
E
N
E
R
A
L
N
O
T
E
S
,
AN
D
L
E
G
E
N
D
SYS/CFCH
SS
C
P
6
3
SS
C
P
6
4
05/05/22
2
2 OF 3
CFCH/EH
CFCH/EH
RE
N
T
O
N
WA
9/16/22
07/20/23
P
PPPPP
P
PPPPP
P
PPPPP
P
P
P
P
P
P
G
G
///
//
/
///
(
(
(
(
(
(
SD
SD SD SD SD SD
S
2
6
T
H
S
T
BENSON RD S
T
T
T
TTT
T
T
T
W
W
W
W
W
W
PPP
365
370
380
365
370
380
-0+250+001+001+20
0+001+001+20
37
8
.
3
37
8
.
2
6
37
6
.
8
37
6
.
7
8
37
2
.
1
37
2
.
0
8
83 LF± EX. 24" CMP @ 1.72%
15 LF±
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
T
E
:
RE
V
I
E
W
E
D
B
Y
:
DA
T
E
NO
.
RE
V
I
S
I
O
N
CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
v
e
D
a
t
e
:
Pl
o
t
D
a
t
e
:
9/
1
6
/
2
0
2
2
1
1
:
3
9
A
M
9/
1
6
/
2
0
2
2
1
1
:
4
4
A
M
By
:
Cf
c
h
P:
\
R
\
R
E
N
T
0
0
0
0
1
9
0
2
\
0
4
0
0
C
A
D
\
S
H
E
E
T
S
\
E
C
-
S
D
-
R
E
N
T
0
0
0
0
1
9
0
2
-
S
2
6
t
h
S
t
-
1
-
X
.
d
w
g
Cr
a
i
g
C
h
r
i
s
t
e
n
s
e
n
By
:
Fi
l
e
:
CHECKED BY:
®
S
2
6
T
H
S
T
-
C
U
L
V
E
R
T
I
M
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
CI
T
Y
O
F
R
E
N
T
O
N
FOR CONSTRUCTION
RENT00001902
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
REENIGNELANOISSE
FO
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
RAIG
F R A S E R
APPROVED FOR COSTRUCTION
BY DATETroy Solly
Project Manager
PL
A
N
A
N
D
P
R
O
F
I
L
E
AN
D
D
E
T
A
I
L
S
SYS/CFCH
SS
C
P
6
3
SS
C
P
6
4
05/05/22
3
SW 1/4 SEC. 29, TW 23 N, R. 5 W, W.M.
CONSTRUCTION KEYNOTES
( FEET )
SCALE
1 INCH = 10 FT.
10 10 2050
I
C
A
L
HORIZONTAL
SCALE IN FEET
T
R
E
V
0
1.25
2.5
520 010
3.75
3 OF 3
CFCH/EH
CFCH/EH
RE
N
T
O
N
WA
Know what's below.Call before you dig.
TEMPORARY
CONSTRUCTION
EASEMENT/
CONSTRUCTION
LIMITS
6
97
832 4
1
PLAN
832
DIRT
GRASS S/W C/G
ASPHALT
PROFILE
1
10
POWER
VAULT
97
10
GENERAL CONSTRUCTION NOTES
83 LF± EX. 24" CMP @ 1.72%
PORTION OF EX.
24" CMP TO REMAIN
4
11
5
5
EX. SDCB 136925
IF UNDERMINING OCCURS,
BACKFILL WITH CDF
9/16/22
07/20/23