HomeMy WebLinkAboutP_Traffic_Control_20170728_v21/11
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8
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SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 -NOTES & LEGEND SHEET
3 - DETAILS SHEET
4-27 -TRAFFIC CONTROL PLANS
CONTACTS:
CEDAR RIVER
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP:-OVERLASH (1) 48 CT FIBER
COVER
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
5564 FT.
0 FT.
FT.
25 FT.
5589 FT.
PROJECT DESCRIPTION*
18613 124TH AVE SE
SEFNCO
MARK LEE 253-244-1611
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 27MM-DD-YYPERMITXXXXXXCOMCAST
COMCAST
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT2 27MM-DD-YYPERMITXXXXXX6
ROW
R
PROPOSED VAULT
PROPOSED BORE PIT
STREET/SIGNAL/TRAFFIC LIGHT
CONSTRUCTION NOTE
CATCH BASIN
FIRE HYDRANT
EXISTING POLE W/ NEW RISER
BUILDING OUTLINE
TRAFFIC FLOW
LANDSCAPING/TREE
POTHOLE LOCATION
CHANNELIZATION
5+39 STATIONING
(xxx') OPEN TRENCH
PROPOSED DIRECTIONAL DRILL
EXISTING PULL THRU
PROPOSED BORE
PROPOSED OPEN TRENCH
(xxx') EXISTING PULL THRU
(xxx') BORE
(xxx') DIRECTIONAL DRILLRIGHT-OF-WAY
CENTERLINE
TRAFFIC LANE
FENCE
STORM DRAIN
MANHOLE
COMMUNICATIONS
WATER
SEWER
POWER
GAS
D
CB
S C
GAURD RAIL AERIAL STRAND
FIBER PLACEMENT NOTES:
GENERAL NOTES:
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY
BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN
THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION
AND IS COLLECTED IN THE AS-BUILT PHASE.
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.
2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS
SPECIFIED OTHERWISE.
4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,
AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.
5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY
OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.
6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE
REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD
SPECIFICATIONS.
7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON
BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES
WITH BUILDING MANAGEMENT.
8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO
CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s).
9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING
PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT
BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE
REWORK AT HIS OWN COST.
10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT
PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.
11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN
ALLOWED (9AM-3PM) BUSINESS HOURS.
12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.
13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE
SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR
ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE
MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE
OR APPROVED EQUIVALENT.
15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,
NOT FIELD VERIFIED.
16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.
17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE
CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE
COORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE
SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE
NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE
CLOSURES.
LEGEND:
V
U U U U U U U U U U
S
W
P
C
G
D
COMCAST
STORM DRAIN GRATES MANHOLE COVERS TRAFIC SIGN
NO SCALE
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT3 27MM-DD-YYPERMITXXXXXXTYPICAL DETAILS
COMCASTTRENCH
MANHOLEUTILITY CROSSING
TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL
13"
17"
14"
12"
3"
19"22"
18"
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL-TO-STEEL ADAPTER
dzW/>WK> Z/^ Z^;ϮͿϰΗT
5
STEEL
(1) 10' NOTCHED & (1) 10'
STEEL CONDUIT
SECTIONS
15" HDG POLE BRACKET
W/ PIPE CLAMP (B2017
BY POWER-STRUT OR
EQUAL) 4" MIN. OFFSET
FROM POLE
TYPE C STEEL-TO-STEEL
$'$37(5&$3 $7
22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL
CONDUIT SECTION
POLE RISERVAULT4 5/8" DIA.
LIFTING INSERTS
ROUND ACCESS
COVER
4 3/4" KNOCKOUTS
4 EACH SIDE
*5281'
ROD KNOCKOUTS
VAULT NO.
444-LA 2,280 LBS.
OPTIONAL PULLING
IRON1 EACH SIDE
TYPICAL MANHOLE DETAIL
NO. 3806 6"
RISER 280 LBS.
6"
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
LADDER RUNG GROOVES
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
4'-0"
LIFT INSERTS
3-5/8" DIA.
4'-0"
42"
42"
42"
4'-0"
30"x10" FLANGE DOWN
&/($523(1,1*
800 LBS.
6"
MAGNETIC LOCATOR
TAPE (ENTIRE TRENCH
LENGTH)
TYPICAL TRENCH DETAIL
EXISTING SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
PROPOSED CONDUIT
BACKFILL COMPACTED
TO 90% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
COMPACT TO 95%
UNDER ROADWAYS OR
STONEWAY MIX 351
OR 1121.
SURFACE RESTORATION
TYPICAL UTILITY CROSSING DETAIL
116TH AVE SESE 184TH ST
PRIVATE RD
FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP14 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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116TH AVE SEFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
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WORK IS IN PROGRESS
116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP36 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
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116TH AVE SESE 180TH ST
FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
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WORK IS IN PROGRESS
116TH AVE SEPRIVATE RD
SE 180TH ST
SE 180TH ST FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
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#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SEPRIVATE RD
PRIVATE RD
SE 180TH ST FLAGGERSE 180TH STFLAGGER
FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP710 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 178TH PL
PRIVATE RDFLAGGER FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP811 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 178TH PL
R2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP912 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE PETROVITSKY RD
116TH AVE SEPRIVATE RD
PRIVATE RD
R2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1013 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 184TH ST
PRIVATE RD FLAGGERPRIVATE RDFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1114 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
PRIVATE RD118TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1215 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST118TH AVE SE118TH AVE SEFLAGGERFLAGGERR2-1
FLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1316 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST
FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1417 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST 120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1518 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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2156'&52''&.+/+6
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52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1619 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST 121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1720 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1821 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SE 184TH ST FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1922 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
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WORK IS IN PROGRESS
SE 184TH ST 124TH AVE SESE 184T
H
S
T
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2023 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
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WORK IS IN PROGRESS
SE 184TH ST 124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2124 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
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WORK IS IN PROGRESS
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2225 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
FLAGGERFLAGGER124TH AVE SER2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2326 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
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WORK IS IN PROGRESS
124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2427 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS