HomeMy WebLinkAboutcopy-approved-water-plans-W-4067.pdf0+001+002+003+004+005+00T
STA:0+13.31, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
STA:1+14.64, 0.00'LT
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:1+14.63, 21.64'LT
CENTER FIRE HYDRANT ASSEMBLY
STA:4+04.45, 0.02'LT
1-10"x6" TEE (FLXFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLXMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:4+04.23, 19.85'LT
CENTER FIRE HYDRANT ASSEMBLY
STA:4+25.14, 0.01'RT
1-45° BEND
1-CONC. THRUST BLOCK
STA:4+39.07, 0.03'RT
1-45° BEND
1-CONC. THRUST BLOCK
STA:7+78.67, 0.04'RT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:7+94.56, 0.00'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:8+16.02, 0.01'LT
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:8+16.02, 22.98'LT
CENTER FIRE HYDRANT ASSEMBLY
STA:11+80.72, 0.02'RT
1-10"X6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1- FIRE HYDRANT ASSEMBLY
1-CONC THRUST BLOCK
STA:11+80.73, 30.37'LT
CENTER FIRE HYDRANT ASSEMLBY
STA:11+47.81, 40.06'LT
1-FDC (FL)
STA:0+00.00
N:166811.9796
E:1297757.2602
STA:4+99.97
N:167311.6912
E:1297773.2683
STA:3+51.78, 29.03'RT
ABANDON AND CAP EXISTING
34" WATER SERVICE. (BY CITY FORCES)
STA:12+38.78, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE
CUT-IN OF VALVES AND FINAL CONNECTION WITH
THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4
FOR CONNECTION DETAILS
WALKER MAZDA
DEALERSHIP
REFER TO
WATER PROFILE 1
REFER TO
WATER PROFILE 2
REFER TO
WATER PROFILE 3
N1° 50' 05"E500.00'0+00 1+00 2+00 3+00 4+00 5+006+007+008+009+0010+0011+0012+0012+45
3
C4.2
6" DDCVA 3
C4.2
STA:3+96.95, 0.00'LT
1-10"x10" TEE (MJxFL)
1-10" GATE VALVE (FLxMJ)
1-CONC. THURST BLOCK
STA:3+96.95, 91.08'RT
1-10" CAP (MJ)
1- 2" TEMPORARY BLOW OFF
ASSEMBLY PER STD PLAN
NO.340.20
1- CONC. THRUST BLOCK
1" IRRIGATION METER
1" DCVA
3" RPBA TO BE INSTALLED
INSIDE FIRE SPRINKLER
RISER ROOM PER PLUMBING
PLANS
STA:11+26.19, 129.61'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:12+03.59, 52.19'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
105 LF 2" PRIVATE WATER
SERVICE PIPE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
EAST VALLEY ROADMATCH LINE
WATER MAIN STA: 5+75.00
MATCH LINE
WATER MAIN
STA: 11+00.00
1
C4.5
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV:230.75
VERTICAL DATUM
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
BASIS OF BEARING
WATER PLAN C4.1
20
PROVIDE PAVEMENT
PATCH AS REQUIRED
PER CITY OF RENTON
STD. PLAN 110
PROVIDE PAVEMENT
PATCH AS REQUIRED PER
CITY OF RENTON
STD. PLAN 110
15.00' EASEMENT
15.00'
EASEMENT
21.50' EASEMENT
3
C5.3
2
C4.2
2
C4.2
2
C4.2
3
C5.3
1
C4.3
1
C4.4
1
C4.5
REFER TO FIRE SYSTEM
PLAN
1
C4.2
W-406701WTR-40-4067ADJUST EXISTING HYDRANT TO FINISH
GRADE OF NEW 8 FT PLANTER STRIP.
INSTALL NEW HYDRANT IF HYDRANT
RELOCATION IS REQUIRED TO CLEAR
NEW SIDEWALK.
ADJUST EXISTING HYDRANT
TO FINISH GRADE OF NEW 8
FT PLANTER STRIP.
INSTALL NEW HYDRANT IF
HYDRANT RELOCATION IS
REQUIRED TO CLEAR NEW
SIDEWALK.
1
C4.7
2
C4.5
2" DOMESTIC WATER METER
3
C4.5
2
C4.6
2
C4.6
ENVIRONMENTAL NOTES
BILL KANE WITH ECO COMPLIANCE CORPORATION SHALL BE
AVAILABLE DURING ONSITE WATER LINE EXCAVATIONS TO ENSURE
THE TRENCH IS FREE FROM CONTAMINATED SOILS. ANY
CONTAMINATION THAT EXCEEDS CLEAN-UP LEVELS SHALL BE
REMOVED AND HAULED TO AN APPROVED OFFSITE DISPOSAL
FACILITY. SOILS SHALL BE REPLACED WITH CLEAN BEDDING AND
BACKFILL FOR WATER LINE TRENCHES.
CLEAN BACKFILL MATERIALS FROM AN APPROVED SOURCE SHALL BE
USED FOR ALL TRENCH BACKFILL AROUND WATERMAINS.
WHERE WATER MAIN UTILITY EXCAVATIONS EXTEND BELOW THE
EXISTING FILTER FABRIC LAYER SEPARATING STRUCTURAL FILL
FROM NATIVE SOILS A NEW FILTER FABRIC SHALL BE LAID ALONG
THE TRENCH BOTTOM AND SIDES PRIOR TO PLACEMENT OF
BEDDING AND BACKFILL MATERIAL.
BILL KANE
CONTACT: 206-715-1396
BILL@ECOCOMPLIANCE.BIZ
07/30/2019
STA:12+03.59, 0.02'RT
1-10"x6" TEE (MJxFL)
1-6" GATE VALVE (FLx MJ)
1- DOUBLE CHECK DETECTOR ASSEMBLY
1-POST INDICATOR VALVE
1-CONC. THRUST BLOCK
STA:11+80.72, 0.02'RT
1-10"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:11+80.73, 30.37'LT
CENTER FIRE HYDRANT ASSEMBLY
STA:12+03.60, 44.69'LT
CENTER POST INDICATOR VALVE
STA:4+22.96, 105.20'RT
CENTER FIRE DEPARTMENT CONNECTION
STA:12+38.78, 0.00'RT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
STA:12+03.59, 52.19'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK25 LF 6"Ø DI PIPE25 LF 6"Ø DI PIPE30 LF 2"Ø PVC PIPE23 LF 10"Ø DI PIPE
20 LF 10" DI PIPE
10 LF 10" DI PIPE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
FIRE SYSTEM PLAN C4.2
21
N
FIRE PROTECTION NOTES
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY DEVIATE FROM
THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE SUBMITTED TO AND
APPROVED BY THE FIRE MARSHALL. CONTRACTOR'S BID SHALL REFLECT THE
CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR
SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION
REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL
REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL
PERMITS.
2 NOT TO SCALE
FIRE HYDRANT ASSEMBLY 3 NOT TO SCALE
DDCVA WITH STANDPIPE1SCALE: 1' = 10"
FIRE SYSTEM ENLARGEMENT
6" DDCVA
SEE DETAIL FOR
INTERNAL PLUMBING
1" IRRIGATION
METER
44' EASEMENT
21.50' EASEMENT
3
C4.2
3
C4.2
2
C4.2
W-406702WTR-40-40671" DCVA2
C4.5
4
C4.5
07/30/2019
10
15
20
25
20.120+5020.9321.131+0020.8620.921+5020.9921.042+0021.0421.042+5021.1221.123+0021.0120.993+5021.1621.184+0021.0820.774+5020.7920.845+0020.8720.775+5020.7320.763.0' COVER
STA 1+14.64, 0.00'LT
1-10"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA: 4+04.45, 0.00'LT
1-10"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA: 4+25.14, 0.00'LT
1-45° BEND
1-CONC. THRUST BLOCK
STA:4+39.07, 0.00'LT
1-45° BEND
1-CONC. THRUST BLOCK
STA: 0+13.31, 0.00' LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
STORM CROSSING
STA: 1+69.76
IE: 15.05STORM CROSSING
STA: 0+61.60
IE : 14.15
3.4' COVER
1.50'
1.5'
3.0' COVER
FILL AND COMPACT PARKING LOT TO FINISH
SUBGRADE PRIOR TO EXCAVATION FRO
INSTALLATION OF NEW WATER MAIN
STA: 3+96.95, 0.00'LT
1-10"x10" (MJxFL)
1- 10" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCK
23 LF 10" DI CL52 @ 0.00%
36 LF
1
0
"
DI
C
L
5
2
@
5.
2
0
%
293 LF 10" DI CL52 @ 0.00%
26 LF 10" DI CL52 @ 2.20%
339 LF 10" DI CL52 @ 0.00%
50 LF 10" DI CL52 @ 0.00%
13 LF 10" DI CL52 @ 0.00%
10
15
20
25
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
FINISHED GRADE AT
PIPE CENTERLINE
EXISTING GRADE AT
PIPE CENTERLINE
EXISTING GRADE ELEVATION FINISHED GRADE ELEVATION
WATER PROFILE C4.3
22
1 SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL
WATER MAIN PROFILE STA 0+00 TO 5+75
W-406703WTR-40-406707/30/2019
5+5020.7320.766+0020.8220.896+5020.7820.657+0020.6420.507+5020.4320.628+0020.9321.068+5021.2821.479+0021.6621.799+5021.7121.7110+0021.7121.7710+5021.7121.7111+0021.71STA: 7+78.67, 0.00'LT
1-45°BEND
1-CONC. THRUST BLOCK
STA: 7+94.56, 0.00'LT
1-45° BEND
1-CONC. THRUST BLOCK
STA: 8+16.02, 0.02'LT
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
1-FIRE HYDRANT ASSEMBLY
STA: 10+20.27, 0.00'LT
2" COMMERCIAL WATER SERVICE
3.0' COVER
3.6' COVER
FILL AND COMPACT PARKING LOT TO FINISH
SUBGRADE PRIOR TO EXCAVATION FRO
INSTALLATION OF NEW WATER MAIN
FILL AND COMPACT PARKING LOT TO FINISH
SUBGRADE PRIOR TO EXCAVATION FOR
INSTALLATION OF NEW WATER MAIN
339 LF 10" DI CL52 @ 0.00%339 LF 10" DI CL52 @ 0.00%
16 LF 10" DI CL52 @ 0.00%
3 LF 10" DI CL52 @ 0.00%
28 LF 10" DI CL52 @ 2.00%
293 LF 10" DI CL52 @ 0.00%
293 LF 10" DI CL52 @ 0.00%
10
15
20
25
10
15
20
25
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
FINISHED GRADE AT
PIPE CENTERLINE
EXISTING GRADE AT
PIPE CENTERLINE
WATER PROFILE C4.4
23
1 SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL
WATER MAIN PROFILE STA 5+75 TO 11+00
W-406704WTR-40-406707/30/2019
10
15
20
25
11+0021.7121.7111+5021.8421.1912+0020.5419.53STA: 11+80.72, 0.01'LT
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA: 12+38.76, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
STA: 12+13.32, 0.00'LT
2" IRRIGATION SERVICE
STA: 12+03.65, 0.00'LT
1-10"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1-DOUBLE DETECTOR CHECK VALVE ASSEMBLY(FL)
1-POST INDICATOR VALVE (FL)
1-CONC. THRUST BLOCK
3.0' COVER
FILL AND COMPACT PARKING LOT TO FINISH
SUBGRADE PRIOR TO EXCAVATION FOR
INSTALLATION OF NEW WATER MAIN
293 LF 10" DI CL52 @ 0.00%
107 LF
1
0
"
D
I
C
L
5
2
@
2
.
1
0
%
293 LF 10" DI CL52
@ 0.00%
10
15
20
25
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
FINISHED GRADE AT
PIPE CENTERLINE
EXISTING GRADE AT
PIPE CENTERLINE
WATER PROFILE C4.5
24
2 NOT TO SCALE
DOUBLE CHECK VALVE ASSEMBLY 3 NOT TO SCALE
REDUCED PRESSURE BACKFLOW ASSEMBLY
1 SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL
WATER MAIN PROFILE STA 11+00 TO 12+50
W-406705WTR-40-40674 NOT TO SCALE
1 INCH WATER SERVICE
Know what's below.
before you dig.Call
R
07/30/2019
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
WATER NOTES AND DETAILS C4.6
25
1 NOT TO SCALE
WATER PLAN GENERAL NOTES 3 NOT TO SCALE
POLY PIG STATION
W-406706WTR-40-40672 NOT TO SCALE
WATER MAIN CUT IN CONNECTION
07/30/2019
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
WATER NOTES AND DETAILS C4.7
26
1 NOT TO SCALE
1.5 AND 2 INCH WATER SERVICE 2 NOT TO SCALE
VALVE BOX DETAIL 3 NOT TO SCALE
THRUST BLOCKING
W-406707WTR-40-406707/30/2019
TEAST VALLEY ROADSW 34TH ST0+00 1+00 2+00 3+00 4+00 5+00
STA:0+17.42
BEGIN FRONTAGE IMPROVEMENTS
STA:4+75.47
END FRONTAGE IMPROVEMENTS
T0+00 1+00 2+00 3+00 4+00 5+00
STA:0+17.42
BEGIN FRONTAGE IMPROVEMENTS
STA:4+75.47
END FRONTAGE IMPROVEMENTS
0+00 1+00 2+00 3+00 4+00 5+00
STA:3+04.19, 26.35'RT
STA:3+11.21, 25.11'RT
STA:3+13.51, 24.36'RT
STA:3+21.31, 23.10'RT
STA:3+23.43, 23.10'RT STA:3+31.19, 24.33'RT
STA:3+33.63, 25.13'RT
STA:3+41.38, 26.36'RT
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
PUBLIC FRONTAGE IMPROVEMENT PLAN C5.1
27
PROTECT STORM DRAIN NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
RELOCATE FIRE HYDRANT
TO PLANTER STRIPS
RELOCATE HYDRANT
TO PLANTER STRIP
REMOVE EXISTING
SIDEWALK
RELOCATE GAS
OUTSIDE OF SIDEWALK
DEMOLITION NOTES
1.CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN.
THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURING
CONSTRUCTION.
2.CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGE
ALONG EAST VALLEY ROAD.
3.CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED IN
FRONTAGE ALONG EAST VALLEY ROAD.
DEMOLITION LEGEND
PROPERTY BOUNDARY
ROAD CENTERLINE
RIGHT OF WAY BOUNDARY
FUTURE ONSITE IMPROVEMENTS
SIDEWALK
EXISTING TREE
EXISTING POWER
EXISTING UTILITY POWER POLE
EXISTING GAS LINE
EXISTING COMMUNICATION LINE
EXISTING WATER LINE
EXISTING SEWER LINE
FRONTAGE IMPROVEMENT LEGEND
PROPERTY BOUNDARY
ROAD CENTERLINE
RIGHT OF WAY BOUNDARY
ASPHALT PAVING
PROPOSED SIDEWALK
EXISTING SIDEWALK
EXISTING TREE
EXISTING GAS LINE
EXISTING COMMUNITCATION LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING OVERHEAD POWER
REMOVE WATER METER AND
SERVICE LINE. REMOVAL TO BE
PREFORMED BY CITY FORCES
FUTURE PAVING
LIMITSFUTURE SIDEWALK
LIMITS
RELOCATE VAULT OUTSIDE OF
SIDEWALK
SAWCUT LIMITS
(TYP)
PROTECT STORM DRAIN
PROTECT EXISTING
CURB AND GUTTER
FRONTAGE IMPROVEMENT NOTESN
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN
THE RENTON STANDARD PLANS AND SPECIFICATIONS.
2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE
CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL
UTILITIES SHOWN.
3.CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSH
WITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES.
4.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO
CITY OF RENTON CONSTRUCTION STANDARDS.
PROVIDE PAVEMENT PATCH
PER CITY OF RENTON STD. PLAN 110
PROVIDE PAVEMENT PATCH
PER CITY OF RENTON STD. PLAN 110
PROVIDE CONCRETE
DRIVEWAY
PROVIDE
CONCRETE
DRIVEWAY
RELOCATE HYDRANT
TO PLANTER STRIP
DEMOLITION PLAN
IMPROVEMENTS PLAN
RELOCATE GAS OUTSIDE
OF SIDEWALK
RELOCATE VAULT OUTSIDE
OF SIDEWALK
PROPOSED PARKING AREA
PROVIDE
6' SIDEWALK
14'
30'
47'6.00'
PROVIDE CURB RAMP
PROVIDE CURB
RAMP 3
C5.2
3
C5.2
PROVIDE FLUSH
CURB AND GUTTER
PROVIDE FLUSH
CURB AND GUTTER
2
C5.2
2
C5.2
3
C5.3
PROVIDE 3.25' SIDEWALK WIDENING
PROTECT TRANSMISSION POLE
PROTECT
TRANSMISSION POLE
PROTECT
TRANSMISSION POLE
PROTECT
TRANSMISSION POLE
OVERHEAD POWER - USE CAUTION
EXISTING OVERHEAD POWER IS
HIGH VOLTAGE TRANSMISSION LINE
R-406717
6'
2
C5.3
R25'
R25'
R25'
R25'
9.25'
RELOCATE SIGN
TO PLANTER STRIP
RELOCATE SIGN
TO PLANTER STRIP
5'
RELOCATE HYDRANT
TO PLANTER STRIP
RAISE VAULT TO
FINISHED GRADE
PROVIDE STREET LIGHTS PER PLAN. SEE SHEETS
IL-01, 02, 03, AND PC-01 FOR MORE INFORMATION
EAST VALLEY ROAD
08/07/2019