CITY OF PACIFIC MILWAUKEE BOULEVARD MINOR WIDENING PROJECT

18IF SHEET MEASURES LESS THAN 22" X 34" IT IS
A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.
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F a x : ( 2 5 3 ) 8 8 7 - 9 9 1 0
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IF SHEET MEASURES LESS THAN 22" X 34" IT IS
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
100% BID DRAWINGSKnow what'sbelow. before you dig.Call
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1
E E T
CITY OF PACIFIC
3 RIGHT OF WAY PLAN
4 TESC AND DEMO PLAN STA 4+50 TO STA 13+50
6 PLAN AND PROFILE STA 4-50 TO STA 9+00
7 PLAN AND PROFILE STA 9+00 TO STA 13+50
10 STORM PROFILES
11 PAVING PLAN STA 5+00 TO 13+50
13 STRIPING AND SIGNING PLAN STA 5+00 TO STA 13+50
15 STRIPING AND SIGNING PLAN CITY HALL
16 STORM DRAINAGE NOTES & DETAILS
17 ROADWAY NOTES & DETAILS
03/25/2021
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E N
D , A B B R E V I A T I O
N S A N
6 9 . 6 1 '
6 9 . 9 6 '
6 4
7 0
6 5 . 8 3 '
6 9 . 2 7 '
1 3 8 . 7 5 '
S 8 9 ° 2 5 ' 3 9 " E
1 4 1 . 2 2 '
S1° 51' 36"W
8 6 . 8 4 '
8 8 . 4 5 '
1 5 3 . 9 9 '
S 8 9 ° 1 1 ' 4 6 " E
1 5 3 . 9 9 '
S 8 8 ° 4 3 ' 2 9 " E
1 9 9 . 1 9 '
S 8 8 ° 4 3 ' 2 9 " E
1 9 9 . 1 9 '
S2° 46' 06"W
6 9 . 9 7 '
7 0 . 0 2 '
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J E C T
BASIS OF BEARING
MILWAUKEE BOULEVARD IMPROVEMENTS PORTIONS OF THE NE 1/4 OF THE SE 1/4 AND THE E 1/2 OF THE NE 1/4 OF SEC. 35, TWP 21 N., R. 04 E., W.M.
PORTIONS OF THE NW 1/4 OF THE SW 1/4 AND THE W 1/2 OF THE NW 1/4 OF SEC. 36, TWP 21 N., R. 04 E., W.M., CITY OF PACIFIC, KING COUNTY, WASHINGTON
M A
TC H
A B
O VE
M A
TC H
B EL
O W
PLAN I-40.20-00
DEMOLISH PIPE
DELIVERY THROUGH DURATION OF CONSTRUCTION.
REMOVE EXISTING SIGNAGE (INCLUDING POST). SALVAGE
FOR RE-USE. SEE STRIPING AND SIGNING PLANS.
ADJUST EXISTING MONUMENT CASE AND COVER TO GRADE
DEMOLISH EXISTING BUSHES/TREE/STUMP. GRIND TO 12"
BELOW FINISH GRADE.
DEMOLISH EXISTING CULVERT
ADJUST CATCH BASIN TO FINISHED GRADE
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE BOX TO FINISHED GRADE
ADJUST METER BOX TO FINISHED GRADE
PROTECT DOWNSPOUT.
REMOVE EXISTING BOLLARDS.
REMOVE EXISTING PAVERS.
RESET WATER METER.
MAILBOX. SEE SHEET 15.
WSDOT STD. PLAN I-40.20-00
GUTTER
TO MATCH EXISTING
RIGHT-OF-WAY, UNLESS
OTHERWISE NOTED.
SIDEWALK AND DRIVEWAY
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4
D D
E M
S T A 4 +
5 0 T O
5 0
DEMOLITION PLAN
DEMOLITION PLAN
PLAN I-40.20-00
DEMOLISH PIPE
DELIVERY THROUGH DURATION OF CONSTRUCTION.
REMOVE EXISTING SIGNAGE (INCLUDING POST). SALVAGE
FOR RE-USE. SEE STRIPING AND SIGNING PLANS.
ADJUST EXISTING MONUMENT CASE AND COVER TO GRADE
DEMOLISH EXISTING BUSHES/TREE/STUMP. GRIND TO 12"
BELOW FINISH GRADE.
DEMOLISH EXISTING CULVERT
ADJUST CATCH BASIN TO FINISHED GRADE
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE BOX TO FINISHED GRADE
ADJUST METER BOX TO FINISHED GRADE
PROTECT DOWNSPOUT.
REMOVE EXISTING BOLLARDS.
REMOVE EXISTING PAVERS.
RESET WATER METER.
MAILBOX. SEE SHEET 15.
WSDOT STD. PLAN I-40.20-00
GUTTER
TO MATCH EXISTING
RIGHT-OF-WAY, UNLESS
OTHERWISE NOTED.
SIDEWALK AND DRIVEWAY
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5
D D
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5 0 T O
7 5
M A
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H L
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T A
DEMOLITION PLAN
WATER METER
CB #1, TYPE 1
CB #3, TYPE 1
EX. CB #A, EX. TYPE 2
STA: 5+03 44.24' LT
6 8 L
20-FT PLANING TRANSITION
7 2
ELEV. 72.76
BEGIN TAPER
CB #1, TYPE 1
RIM: 72.42
RIM: 72.43
CB #3, TYPE 1
RIM: 71.88
STA 5+02.51, 44.24 LT
RIM: 71.80
DRAINAGE STRUCTURE
CATCH BASIN
FINISHED GRADE.
PLAN H-70.20-01.
DRAINAGE PROFILES
PLAN B-5.20-03
SEWER PIPE, UNLESS OTHERWISE NOTED.
LEGEND:
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6
D P R O
F I L E S T A 4 - 5 0 T O
S T A 9 +
ROAD PLAN
ROAD PROFILE LEFT (WEST)
MAILBOXES
R.O.W.
R.O.W.
3
CB #7, TYPE 1
CB #10, TYPE 1
CB #6, TYPE 1
CB #8, TYPE 1
CB #5, TYPE 1
CB #4, TYPE 1
EX. CB #B, EX. TYPE 1
STA: 11+80 45.29' LT
100 LF 12" STM
59 LF 12" STM
104 LF 12" STM
4 9 L F
34 LF 6" STM
ELEV: 71.79
PROPOSED LEFT
FLOWLINE ELEVATION
RIM: 71.63
RIM: 71.63
RIM: 71.63
RIM: 71.81
CB #7, TYPE 1
RIM: 72.56
CB #8, TYPE 1
RIM: 71.88
CB #10, TYPE 1
RIM: 72.36
RIM: 73.01
RIM: 73.20
DRAINAGE STRUCTURE
CATCH BASIN
FINISHED GRADE.
PLAN H-70.20-01.
DRAINAGE PROFILES
PLAN B-5.20-03
LEGEND:
C i t y o
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P a c i f i c , W
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P h o n e : ( 2 5 3 ) 9 2 9 - 1 1 1 0
F a x : ( 2 5 3 ) 8 8 7 - 9 9 1 0
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7
0 0 T O
5 0
ROAD PLAN
PROFILE LEFT (WEST)
PROFILE RIGHT (EAST)
CB #12, TYPE 1
CB #14, TYPE 1
EX. CB #D, EX. TYPE 1
STA: 15+44 20.37' RT
EX. YD #A, EX. YARD DRAIN
STA: 15+51 34.39' RT
EX. CB #E, EX. TYPE 1
STA: 13+85 20.26' RT
CB #13, TYPE 1
CB #16, TYPE 1
CB #17, TYPE 1
EX. CB #C, 48" TYPE 2 CB
CB #11, TYPE 1
CB #15, TYPE 1
41 LF 12" STM
59 LF 12" STM
51 LF 12" DI
61 LF 12" STM
72 LF 12" STM
94 L F 1
121 LF 12" STM
16 LF 6" DI
77 LF 12" DI
50 LF 8" DI
CB #11, TYPE 1
RIM: 72.10
CB #13, TYPE 1
RIM: 72.28
RIM: 72.16
CB #17, TYPE 1
RIM: 72.46
DRAINAGE STRUCTURE
CATCH BASIN
FINISHED GRADE.
PLAN H-70.20-01.
DRAINAGE PROFILES
PLAN B-5.20-03
66
68
72
76
66
68
72
76
STA 18+60, 19.40 RT
RIM: 72.34
CB #16, TYPE 1
RIM: 72.44
CB #14, TYPE 1
RIM: 73.65
EX. CB #D, EX. TYPE 1
STA 15+43.71, 20.37 RT
RIM: 73.50
CB #14A, TYPE 1
RIM: 73.93
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5 0 T O
6 3
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ROAD PLAN
ROAD PROFILE LEFT (WEST)
4
18
ROAD PROFILE RIGHT (EAST)
BEGIN TRUCK APRON
CEMENT CONCRETE CURB
& GUTTER PER WSDOT
STANDARD PLAN F-10.18.02
END TRUCK APRON
CEMENT CONCRETE CURB
& GUTTER PER WSDOT
STANDARD PLAN F-10.18.02
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5 0 T O
5 0
ROAD PLAN
SURFACING KEYNOTES:
PLAN F-30.10-04
4x4 MODULAR WETLAND
2" MINIMUM
CONCRETE WHEELSTOP
B-5.20-03
8" CLEANOUT PER DETAIL
3. ABS TO PVC USE PVC
ADAPTOR OR FERNCO
CONCRETE USE FERNCO
RIM: 71.81
RIM: 71.83
IE: 66.50
RIM: 71.88
CB #9, TYPE 1
RIM: 73.01
RIM: 72.36
STA 13+85.43, 20.26 RT
RIM: 73.60
RIM: 72.10
RIM: 73.72
RIM: 73.65
CO #2, CO
RIM: 73.00
FINISHED GRADE ELEV
EXISTING GRADE ELEV
RIM: 72.46
CB #16, TYPE 1
RIM: 72.44
E X
I S
49 LF 12" STM
9 4 L F
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CB #6 TO CB #5 TO EXISTING STORM DRAINAGE POND
SEE SHEET 7 FOR PLAN VIEW
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
BEGIN
R20'
WATER METER
EX. CB #A, EX. TYPE 2
STA: 5+03 44.24' L
6 8 L
4.50'
5.00'
SURFACING KEYNOTES:
PLAN F-40.12-03
STD PLAN F-40.16-03
STD PLAN F-30.10-04
WSDOT STD. PLAN F-10.12-04
STD. PLAN F-80.10-04
STD PLAN F-40.15-04
MATCH EXISTING ELEVATIONS
GUTTER PER WSDOT STD. PLAN F-10.12-04
TYPE 2 MAILBOX SUPPORT PER WSDOT STD.
PLAN H-70.20-01.
PLAN F-10.18-02
N1° 51' 36"E
CEN STA 12+52.49
STA 10+12.57
STA 11+60.63
R.O.W.
R.O.W.
R20.0'
4
3
R20'
R10.0'
6 LF
R10.00'
R30.20'
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D P R O
F I L E S T A 4 - 5 0 T O
S T A 9 +
ROAD PLAN
M A
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H L
I N
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T A
ROAD PLAN
R10.00'
R12.00'
END , BEGIN
8 10
BEGIN
10
R10.15'
PLAN F-40.12-03
STD PLAN F-40.16-03
STD PLAN F-30.10-04
WSDOT STD. PLAN F-10.12-04
STD. PLAN F-80.10-04
STD PLAN F-40.15-04
MATCH EXISTING ELEVATIONS
GUTTER PER WSDOT STD. PLAN F-10.12-04
TYPE 2 MAILBOX SUPPORT PER WSDOT STD.
PLAN H-70.20-01.
PLAN F-10.18-02
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5 0 T O
6 3
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ROAD PLAN
BEGIN
END
4
3
3
BEGIN
BEGIN , END
BEGIN
2
12.0'
12.0'
END
1
1
4
BEGIN
3
END
3
12.0'
12.0'
14.2'
14.4'
13.5'
11.1'
13.0'
6.8'
7.3'
5.8'
4.8'
4.1'
BEGIN
END
END
STA 11+82.43 33.20' RT
BEGIN
END
BEGIN
BEGIN
BEGIN
STA 12+26.29 7.13' RT
BEGIN
1
3
3
3
4
3
3
3
4
END
3
BEGIN
4
STA 11+54.37 15.88' LT
END
END
1
1
STA 12+26.38 4.87' LT
BEGIN
2
END
2
3
3
1
END
1
12.0'
12.0'
12.0'
12.0'
12.0'
12.0'
4
4
CHANNELIZATION NOTES:
4" YELLOW CENTER LINE PER WSDOT STD. PLAN
M-20.10-3
1
2
3
4
1
17
2
17
C i t y o
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G A N
S T A 4 +
5 0 T O
5 0
STRIPING AND SIGNING PLAN
END
1
END , BEGIN
END
3
12.0'
12.0'
2
1
1
4
3
2.2'
2.2'
12.0'
12.0'
2.2'
2.2'
4" YELLOW CENTER LINE PER WSDOT STD. PLAN
M-20.10-3
1
2
3
4
1
17
2
17
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G A N
5 0 T O
7 5
M A
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SIGN TABLE
STA 17+19.60
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G A N
A L L
SCALE: 1" = 10'
ROAD PLAN
BLUE PAINT ACCESS PARKING SPACE SYMBOL PER WSDOT
STD. PLAN M-24.60-04
4" WIDE GREEN PAINT LINE ALONG EACH EDGE OF ELECTRIC
VEHICLE RESERVED PARKING SPACE.
AS DIRECTED BY CITY ENGINEER. PAINT BOLLARDS SAFETY
YELLOW.
DIRECTED BY CITY ENGINEER. APPROXIMATE LOCATION
SHOWN.
DIRECTED BY CITY ENGINEER. APPROXIMATE LOCATION
SHOWN.
RELOCATE EXISTING ELECTRIC VEHICLE CHARGING STATION
AND BOLLARD.
MOUNTED 60" ABOVE GRADE
MOUNTED 60" ABOVE GRADE
POST SUPPORT, TYPE ST-2
LOWER SIGN POST SUPPORT,
TOP OF POST
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OUTLET INLET
2 4 "
2 4 "
(SEE NOTE 2)
BOLT CIRCLE
LEVEL LINE
1. RETROFIT EXISTING FLOW CONTROL STRUCTURE AS SHOWN IN DETAIL.
2. THE PIPE SUPPORTS AND THE FLOW RESTRICTOR SHALL BE CONSTRUCTED OF THE SAME
MATERIAL AND BE ANCHORED AT A MAXIMUM SPACING OF 36". ATTACH THE PIPE SUPPORTS TO
THE MANHOLE WITH 5/8" STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO
THE MANHOLE WALL 2".
3. THE VERTICAL RISER STEM OF THE FLOW RESTRICTOR SHALL BE THE SAME DIAMETER AS THE
HORIZONTAL OUTLET PIPE WITH A DIAMETER OF 8".
4. THE FLOW RESTRICTOR SHALL BE FABRICATED FROM ONE OF THE FOLLOWING MATERIALS:
0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE
0.060" CORRUGATED ALUMINIZED STEEL DRAIN PIPE
0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209, 5052 H32 OR EPS
HIGH DENSITY POLYETHYLENE STORM SEWER PIPE
5. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE
FROM THE TOP; THE CLIMB-DOWN SPACE IS CLEAR OF THE RISER AND GATE; THE FRAME IS
CLEAR OF THE CURB.
6. RESTRICTOR PLATE WITH 0.5" ORIFICE. THE OPENING IS TO BE CUT ROUND AND SMOOTH.
7. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26 AND
ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B.
THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC
CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WITH ADJUSTABLE HOOK AS
REQUIRED. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RISER MOUNTING FLANGE
AND THE GATE FLANGE. INSTALL THE GATE SO THAT THE LEVEL-LINE MARK IS LEVEL WHEN THE
GATE IS CLOSED. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED FOR
PROPER FIT. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL.
8. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A
STOP TAB, OR SOME OTHER DEVICE.
9. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE IF MATERIAL SPECIFICATIONS ARE MET
AND FLANGE BOLT PATTERN MATCHES.
LIFT HANDLE
GENERAL NOTES (STORM DRAINAGE CONSTRUCTION)
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF PACIFIC STANDARDS AND
THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT).
2. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH
SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS.
3. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THE CITY OF PACIFIC OR OTHER
GOVERNING AUTHORITY OR AGENCY AS MAY BE APPLICABLE.
4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF
CONSTRUCTION.
5. ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADE AND ALIGNMENT
BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK, AND CURRENTLY
LICENSED IN THE STATE OF WASHINGTON TO DO SO.
6. STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. PLAIN CONC. PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO M 86, CLASS 2.
B. REINFORCED CONC. PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO M 170.
C. PVC PIPE SHALL CONFORM TO ASTM D 3034-73 SDR 35 FOR 4" THRU 15" DIAMETER PVC PIPE, AND SHALL
CONFORM TO ASTM F 679 FOR 18" THRU 27" DIAMETER PVC PIPE, WITH JOINTS AND GASKETS
CONFORMING TO ASTM D 3212 AND ASTM F 477.
D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.51, AND AWWA C 151, THICKNESS
CLASS AS APPROVED BY CITY ENGINEER.
E. POLYETHYLENE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N-12, BELL AND SPIGOT,
CONSTRUCTED PER WSDOT STANDARD SPECIFICATIONS 7-04. NOTE: THIS TYPE OF PIPE WILL ONLY BE
APPROVED WITH THE CITY'S SPECIFIC WRITTEN APPROVAL. APPROVAL SHALL BE BASED ON SITE
SPECIFIC CONDITIONS AND IF ADDITIONAL ON-SITE INSPECTION TIME FOR WITNESSING PROPER PIPE
INSTALLATION CAN BE SCHEDULED BY THE CITY.
7. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BE INSTALLED PER
PLANS AND MANUFACTURERS RECOMMENDATIONS.
8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
9. CALL UNDERGROUND LOCATE LINE 1-800-424-5555 MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS.
10. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATIONS", CONNECTION POINTS WILL BE EXPOSED BY
CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN NOTICES.
11. STORM DRAIN PIPELINES SHALL BE INSTALLED TO THE FAR PROPERTY LINE(S) TO SERVE ADJACENT
TRIBUTARY AREAS A MAY BE WARRANTED. THEY SHALL BE APPROPRIATELY SIZED TO ACCOMMODATE
FLOWS AS FURTHER IDENTIFIED HEREIN. PIPES SHALL BE DESIGNED TO FACILITATE A MINIMUM 3
FEET/SECOND FLOW UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
03/25/2021
C i t y o
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LANE LANE
2' WIDE FOR SHOULDERS OVER 4' WIDE
1' MIN.
CURB (WITHOUT GUTTER), OR EDGE
OF GUTTER PAN (WHEN THERE IS
CURB & GUTTER) (TYP.)
A SEPARATE WALKWAY (TYP.)
M I N
1. SEE THE CONTRACT PLANS FOR LOCATIONS OF CROSSWALK CENTERLINES.
2. TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE SHOULD BE
PERPENDICULAR TO THE CROSSWALK CENTERLINE.
3. TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE
PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY.
L E
N G
T H
OTHERWISE IN CONTRACT
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF PACIFIC
STANDARDS AND CURRENT AMENDMENTS THERETO AND THE 2020 STATE OF WASHINGTON
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND ANY
CURRENT AMENDMENTS THERETO, AMENDED AS PER CITY STANDARDS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH
THE MUTCD MANUAL. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE
PREPARED AND SUBMITTED TO THE CITY FOR POSSIBLE APPROVAL. NO WORK SHALL COMMENCE
UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. WORK SHALL CEASE WHEN TRAFFIC
CONTROL FAILS TO MEET MINIMUM REQUIREMENTS.
3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR
HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE
OF PERFORMING SUCH WORK. SUCH FIRMS SHALL BE CURRENTLY LICENSED IN THE STATE OF
WASHINGTON TO PERFORM SUCH WORK.
4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT
VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO
PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W
PAVING ASPHALT. A SAND BLANKET SHALL BE APPLIED TO THE SURFACE TO MINIMIZE “TRACKING”
OF SAME.
5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE WSDOT
STANDARD SPECIFICATIONS.
6. FORM AND SUBGRADE INSPECTION BY THE CITY IS REQUIRED BEFORE POURING CONCRETE. A
MINIMUM FORTY-EIGHT HOURS NOTICE IS REQUIRED TO BE PROVIDED TO THE PUBLIC WORKS
DIRECTOR FOR FORM INSPECTION.
7. SEE CITY OF PACIFIC STANDARDS FOR TESTING AND SAMPLING FREQUENCIES.
GENERAL NOTES (STREET CONSTRUCTION)
LOCATION AS DIRECTED BY CITY ENGINEER
03/25/2021
C i t y o
f P
a c i f i c
P a c i f i c , W
A 9 8 0 4 7
P h o n e : ( 2 5 3 ) 9 2 9 - 1 1 1 0
F a x : ( 2 5 3 ) 8 8 7 - 9 9 1 0
M I L W
U L E V A R D
18
R
18
N S &
S U
G D
HMA OVERLAY
FULL DEPTH PAVEMENT REPAIR AND NEW PAVEMENT NOTES:
1. SAWCUT AROUND THE DISTRESSED AREA AND REMOVE THE EXISTING PAVEMENT, BASE COURSE, AND FILL TO A DEPTH
NECESSARY TO EXPOSE THE NATIVE SUBGRADE SOILS (AVG ~2 FEET). ORGANIC SOILS AND PEAT, IF ENCOUNTERED,
WILL REQUIRE ADDITIONAL OVER-EXCAVATION.
2. COMPACT EXPOSED SUBGRADE SOILS AND PLACE A GEOTEXTILE FABRIC OVER THE EXPOSED SUBGRADE.
3. PLACE AND COMPACT GRAVEL BORROW (SUBBASE) TO 7” BELOW THE EXISTING ASPHALT SURFACE;
4. PLACE 4” COMPACTED DEPTH OF CRUSHED SURFACING BASE COURSE (CSBC);
5. PLACE 3” COMPACTED DEPTH OF HMA CLASS ½” PG 58H-22.
5.0'
SIDEWALK
CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-04
NARROW AREA FILTER STRIP PER DETAIL
6" PERMEABLE BALLAST PER WSDOT 9-03.9(2)
HMA PAVEMENT REPAIR PER DETAIL
ROUNDABOUT TRUCK APRON CEMENT CONC. CURB & GUTTER PER
WSDOT STANDARD PLAN F-10.18-02
PLAN F-10.12-04
AND OVERLAY
MIN. 2"
HOT MIX
AND OVERLAY (10' MIN. WIDTH)
MIN. 2" HOT MIX ASPHALT GRIND AND
OVERLAY (10' MIN. WIDTH)
2 LEGEND, ABBREVIATIONS AND NOTES
3 RIGHT OF WAY PLAN
6 PLAN AND PROFILE STA 4-50 TO STA 9+00
10 STORM PROFILES
15 STRIPING AND SIGNING PLAN CITY HALL
16 STORM DRAINAGE NOTES & DETAILS
17 ROADWAY NOTES & DETAILS

Documents

CITY OF PACIFIC MILWAUKEE BOULEVARD MINOR WIDENING PROJECT