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TRANSCRIPT
SHARON AVENUE
SANITARY SEWER IMPROVEMENTS - PHASE 1
CITY OF BURLINGTON
SKAGIT COUNTY
WASHINGTON
G&O JOB #18458
JUNE 2018
CITY OFFICIALS
Mayor
City Council
DON ERICKSON
SEWER DEPARTMENT SUPERVISOR
BRIAN DEMPSEY, P.E.
TED MONTGOMERY
JOE DEGLORIA
RICK DEGLORIA
MARV PULST, P.E.
ASSISTANT CITY ENGINEER
CHRIS LOVING
JAMES STAVIG
STEVE SEXTON
EDIE EDMUNDSON
DIRECTOR OF PUBLIC WORKS
City Council
11 SPOKANE STREET, SUITE 207
WENATCHEE, WASHINGTON 98801 (509) 853-2460
CONSULTING ENGINEERS
BILL ASLETT
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VIC
IN
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AP
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S
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SHEET INDEX
SHEET NO. SHEET TITLE
AB
BR
EV
IA
TIO
NS
&
S
YM
BO
LS
LE
GE
ND
2
18
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WATER SYMBOLS
GAS/POWER/TELEPHONE SYMBOLS
SURVEY SYMBOLS
SANITARY/STORM SEWER SYMBOLS
SURFACE FEATURES/LANDSCAPING
LINETYPESABBREVIATIONS
GENERAL NOTES:
SHARED UTILITY / OTHER SYMBOLS
5
10
15
20
25
30
35
40
45
50
5
10
15
20
25
30
35
40
45
50
1+40 2+00 3+00 4+00 5+00
PL
AN
&
P
RO
FIL
E
MA
TC
HL
IN
E - S
EE
S
HE
ET
4
MA
TC
HL
IN
E - S
EE
S
HE
ET
4
3
18
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GENERAL NOTES
CONSTRUCTION NOTES
SHARON AVE.
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
5+00 6+00 7+00 8+00 9+00
PL
AN
&
P
RO
FIL
E
MA
TC
HL
IN
E - S
EE
S
HE
ET
5
MA
TC
HL
IN
E - S
EE
S
HE
ET
5
MA
TC
HL
IN
E - S
EE
S
HE
ET
3
4
18
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1
MA
TC
HL
IN
E - S
EE
S
HE
ET
3
GENERAL NOTES
CONSTRUCTION NOTES
SHARON AVE.
BR
IG
HT
ON
C
OU
RT
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
9+00 10+00 11+00 11+40
PL
AN
&
P
RO
FIL
E
MA
TC
HL
IN
E - S
EE
S
HE
ET
6
MA
TC
HL
IN
E - S
EE
S
HE
ET
6
MA
TC
HL
IN
E - S
EE
S
HE
ET
4
5
18
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1
MA
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HL
IN
E - S
EE
S
HE
ET
4
GENERAL NOTES
CONSTRUCTION NOTES
SHARON AVE.
KA
TE
LY
N C
OU
RT
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
11+40 12+00 13+00 14+00 15+00
PL
AN
&
P
RO
FIL
E
MA
TC
HL
IN
E - S
EE
S
HE
ET
7
MA
TC
HL
IN
E - S
EE
S
HE
ET
7
MA
TC
HL
IN
E - S
EE
S
HE
ET
5
6
18
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1
MA
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HL
IN
E - S
EE
S
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5
GENERAL NOTES
CONSTRUCTION NOTES
SKAGIT STREET
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
15+00 16+00 17+00 18+00 18+40
PL
AN
&
P
RO
FIL
E
MA
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HL
IN
E - S
EE
S
HE
ET
6
7
18
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MA
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IN
E - S
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6
GENERAL NOTES
CONSTRUCTION NOTES
SKAGIT STREET
HO
ME
ST
EA
D D
RI V
E
SH
AR
ON
A
VE
P
AV
IN
G A
T A
NA
CO
RT
ES
A
VE
.
8
18
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S. A
NA
CO
RT
ES
A
VE
.
SHARON AVE.
GENERAL NOTES
CONSTRUCTION NOTES
HMA ROAD SECTION
CONNECTION DETAIL C
SKAGIT @ HOMESTEAD DRIVE
10
15
20
25
30
35
40
10
15
20
25
30
35
40
50+00 50+40
CO
NN
EC
TIO
N D
ET
AIL
S
9
18
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CONNECTION DETAIL A
SHARON AVE
CONNECTION DETAIL B
SHARON AVE @ SKAGIT ST
STORM PROFILE
SKAGIT ST @ SHARON AVE
CO
NN
EC
TIO
N D
ET
AIL
S
10
18
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PLAN VIEW: CONNECTION DETAIL D
SKAGIT ST
SKAGIT STREET
NORTH CONNECTION
SECTION
SKAGIT STREET
SOUTH CONNECTION
SECTION
CO
NN
EC
TIO
N D
ET
AIL
S
11
18
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TRENCH PAYMENT LIMIT SCHEDULE
STORM AND SEWER PIPE
TYPICAL TRENCH SECTION SANITARY SEWER MANHOLE SECTION
MANHOLE CONCRETE COLLAR CRUSHED SURFACING REPAIR DETAIL SOD REPAIR DETAIL
MANHOLE ADJUSTMENT DETAIL
DE
TA
IL
S
12
18
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CONCRETE DRIVEWAY/SIDEWALK/CURB REPAIR
CEMENT CONCRETE CURB & GUTTER REPAIR
SECTION
PLAN
SECTION
PLAN
CEMENT CONCRETE SIDEWALK REPAIR
ASPHALT THICKENED EDGE DETAIL MONUMENT CASE AND COVER
ASPHALT PAVEMENT PATCHING
BUTT JOINT DETAIL
STA. 2+72 TO STA. 4+34
HMA ROAD SECTION
DE
TA
IL
S
13
18
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TABLE A: MINIMUM CLEARANCES
UTILITY
MINIMUM HORIZONTAL
CLEARANCE
MINIMUM
VERTICAL
CLEARANCE
TYPICAL UTILITY CROSSINGS
AIR AND VACUUM RELEASE ASSEMBLY
D.I. TO HDPE CONNECTION DETAIL
HDPE SLIPLINE DETAIL
MANHOLE/CATCH BASIN ABANDONMENT DETAIL
MANHOLE/CATCH BASIN REMOVAL DETAIL
PIPE ABANDONMENT DETAIL
DE
TA
IL
S
14
18
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SIDE SEWER CLEANOUT
SIDE SEWER CONNECTION DETAIL
CATCH BASIN - TYPE 2 (48")
SADDLE MANHOLE DETAIL
PLAN
TYPICAL VALVE AND
VALVE BOX DETAIL
DE
TA
IL
S
15
18
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ELEVATION
SILT FENCE DETAIL SECTION
EROSION/SEDIMENTATION CONTROL NOTES
STORM DRAIN INLET PROTECTION
PIPE LAYOUT LOCATION DETAIL
DE
TA
IL
S
16
18
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TR
AF
FIC
C
ON
TR
OL
P
LA
N
17
18
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LEGEND
PCMS
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
TRAFFIC SAFETY DRUM
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
FLAGGING STATION
WORK ZONE
NOTES:
SPEED (MPH) 25 30 35 40 4550
55 60 65 70
LENGTH (feet) 250 305 360 425 495 570 645 730155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
PROTECTIVE VEHICLE (WORK VEHICLE) = R
50/65
TAPER TANGENT
10 TO 20
MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
10 TO 20
10 TO 20 40
60
80
TR
AF
FIC
C
ON
TR
OL
P
LA
N
18
18
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IN
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Y O
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GT
ON
SH
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ON
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NU
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SA
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1
LEGEND
PCMS
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
TRAFFIC SAFETY DRUM
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
FLAGGING STATION
WORK ZONE
SPEED (MPH) 25 30 35 40 4550
55 60 65 70
LENGTH (feet) 250 305 360 425 495 570 645 730155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
PROTECTIVE VEHICLE (WORK VEHICLE) = R
50/65
TAPER TANGENT
10 TO 20
MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
10 TO 20
10 TO 20 40
60
80
NOTES: