HomeMy WebLinkAboutPW WSDOT Detour Agrmt HR3 0192 SR19 to Center Rd Department of Public Works
O Consent Agenda
Page 1 of 1
Jefferson County
Board of Commissioners
Agenda Request
To: Board of Commissioners
Mark McCauley, County Administrator
From: Monte Reinders, Public Works Directori
Agenda Date: January 2, 2024
Subject: WSDOT Local Agency Haul Road/Detour Agreement
(Detouring SR 19 Traffic over Center Road during SR19/SR104
Roundabout construction)
Statement of Issue:
Sign the attached WSDOT Local Agency Haul Road/Detour Agreement for use of Center Road
as a detour for SR19 (Beaver Valley Road) traffic during construction of the SR19/SR104
Roundabout Project.
Analysis/Strategic Goals/Pro's Et Con's:
WSDOT proposes to close SR19 at SR104 for periods during construction of a roundabout at the
SR19/SR104 intersection. Per the agreement, a portion of SR19 traffic can be detoured over
Center Road (between SR 104 and Chimacum) between April 1 and July 30, 2024. Between
May 1 and June 15, for a maximum of 21 consecutive days, all SR19 traffic from the SR104
intersection can be detoured to Center Rd.
The SR104/Center Road intersection has limited capacity, so WSDOT has agreed to operate
temporary traffic signals on Center Road and on SR104 at the intersection while Center Road
is being used as a detour.
Fiscal Impact/Cost Benefit Analysis:
This WSDOT Local Agency Haul Road/Detour Agreement is for a WSDOT funded construction
project and includes provisions to repair any damage to Center Road that may result from its
use as a detour. County funds will be limited to Public Works' staff time associated with
processing and administering the agreement.
Recommendation:
Please sign the WSDOT Local Agency Haul Road/Detour Agreement to allow Center Road
between SR104 and Chimacum to be used as a detour for SR19 traffic during the SR19/SR104
Roundabout Project. Return the agreement to Public Works for further processing. We will
send the signed copy to WSDOT for their signature. After WSDOT returns a fully executed
copy, we will send an original back to the BOCC.
Department Contact: Bruce Patterson, Engineer III (385-9169)
Reviewed By:A//44rede.:4_,4_zs
Mark McCaule , County Administrator Da e
CONTRACT REVIEW FORM Clear Form
(INSTRUCTIONS ARE ON THE NEXT PAGE)
CONTRACT WITH: WSDOT Contract No`f(%t go //,
Contract For: Haul Road/Detour Agreement for SR104/SR19 Roundabout Term: Sept 1, 2023
COUNTY DEPARTMENT: Public Works
Contact Person: Bruce Patterson
Contact Phone: 360-385-9169
Contact email: bpatterson@co.jefferson.wa.us & cspall@co.jefferson.wa.us
AMOUNT: o PROCESS: — Exempt from Bid Process
Revenue: 0 Cooperative Purchase
Expenditure: o Competitive Sealed Bid
Matching Funds Required: o Small Works Roster
Sources(s) of Matching Funds Vendor List Bid
Fund# none RFP or RFQ
Munis Org/Obj ✓ Other:Agreement with WSDOT
APPROVAL STEPS:
STEP l: DEPARTMENT CERTIFIES C LI CE WITH JCC 3.55.080 AND CHAPTER 42.23 RCW.
CERTIFIED: fl N/A:[_ �v i z.j�J!z
Signature Date
STEP 2: DEPARTMENT CERTIFIES THE PERSON PROPOSED FOR CONTRACTING WITH THE
COUNTY (CONTRACTOR) HAS NOT BEEN DEBARRED BY ANY FEDERAL, STATE, OR LOCAL
AGENCY. `'�
CERTIFIED: El N/A: Q 7-1.) .'(a� _ J Z)ZC+ri_5
Signature Date
STEP 3: RISK MANAGEMENT REVIEW(will be added electronically through Laserfiche):
Electronically approved by Risk Management on 12/26/2023.
STEP 4: PROSECUTING ATTORNEY REVIEW(will be added electronically through Laserfiche):
ectronically approved as to form by PAO on 12/22/2023.
Approved as to Form 12.22.2023
STEP 5: DEPARTMENT MAKES REVISIONS & RESUBMITS TO RISK MANAGEMENT AND
PROSECUTING ATTORNEY(IF REQUIRED).
STEP 6: CONTRACTOR SIGNS
STEP 7: SUBMIT TO BOCC FOR APPROVAL
1
Adak
GWashington State
AP Department of Transportation
Local Agency Haul
Road/Detour Agreement
SR19/104 Detour Agreement
Agreement Number
HR3 0192
State Route Number Control Section Number
SR 19 1 160700
Region
Olympic
Intended Use (Haul Road or Detour Road)
Detour Road
Vehicle Restrictions
N/A
Local Agency and Address
Jefferson County Public Works
623 Sheridan Street
Port Townsend, WA 98368
Section/Location
See Exhibit A
Description of Roads or Streets
See Exhibit A
This Agreement is made and entered into between the Washington State Department of Transportation
(WSDOT) and the above named governmental entity (Local Agency), hereinafter individually referred to
individually as the 'Party' and collectively as the 'Parties'.
Recitals
1. WSDOT is planning the construction or improvement of a section of state highway as shown above, and
2. In the construction of the project it is planned to use, for the purpose noted above, those Local Agency roads or
streets described above and as further detailed in red on the attached Exhibit "A", and
3. It is anticipated that as a result of the use of these roads or streets, additional maintenance expense may be
incurred by the Local Agency.
Now Therefore, It Is Mutually Agreed As Follows:
The Local Agency hereby agrees to WSDOT's use of the roads or streets covered by this Agreement subject to the
conditions contained herein.
Immediately prior to the beginning of WSDOT's use of the above described roads or streets, the parties to this
Agreement shall make a joint condition inspection and WSDOT shall prepare a memorandum record of the condition
of said roads or streets. The memorandum record shall include a statement of the extent and frequency of routine
maintenance operations normally carried out by the Local Agency on said roads or streets and may include
photographs showing condition of the existing roadway.
WSDOT agrees to reimburse the Local Agency for the cost of additional routine maintenance and repairs,
operations in excess of those enumerated in the record made under the provisions of Section II, made necessary
by WSDOT's project. The reimbursement for such additional routine maintenance and repairs shall be limited to the
actual cost of such operations supported by proper records. Such costs are to be exclusive of all administrative and
overhead costs and all charges for small tools.
4. Upon completion of use of the roads or streets covered by this Agreement, a joint inspection shall be made by the
parties to determine the condition of said roads or streets. All maintenance and/or repairs shall be based upon the
conditions of these roads or streets at the time of this completion inspection, taking into account the memorandum
record made under Section 2.
It is expressly understood that WSDOT shall be responsible only for that extra maintenance and repairs of the
Local Agency's roads or streets occasioned by the project use. In the event of a dispute over the terms of this
Agreement and/or the extent of maintenance or repair work required to be performed, the dispute shall be submitted
to the Secretary of Transportation for determination. In determining this responsibility the Secretary shall give
consideration to the memorandum record provided for in Section 2. The conclusions of the Secretary as to the
extent and amount of such maintenance shall be final and conclusive as to all parties to this Agreement.
DOT Form 224-014 Page 1 of 2
Revised 07/2018
6. The Local Agency agrees not to restrict below legal limits the size, weight, or speed of vehicles using the roads or
streets covered by this Agreement except as stated above under Vehicle Restrictions.
7. No liability shall attach to WSDOT or the Local Agency by reason of entering into this Agreement except as
expressly provided herein.
In Witness Whereof, the parties hereto have executed this Agreement as of the party's date signed last below
WASHINGTON STATE
LOCAL AGENCY DEPARTMENT OF TRANSPORTATION
By. _ I By:
Printed: I Printed:._ ..
Title: Jefferson Co_ unty BOCC Chair I Title:
Date:
Approved as to form only:
12/22/2023
Barbara Dykes Ehrlichman Date
Cavil Deputy Prosecuting Attorney
Date:
DOT Form 224-014 Page 2 of 2
Revised 07/2018
M8-101 MOD
24" X 48"
BLACK ON ORANGE
anou
a`4 0 500 1000 �4
SCALE IN FEET.
MO-101 MOD
24" X 48"
BLACK ON ORANGE
■ R11-1501 (BIW)
► 48" X 60"
■ BLACK ON WHITE
■ INSTALL 8 DAYS
G20.2A ■ PRIOR TO CLOSURE
48" X 24" t g04p
BLACK ON ORANGE ■ ILL BE
END CLOSED
DETOUR ■ wa n1a
P
19 1
rani J►
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H R3 0192
Exhibit A
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M8-101 MOD
24" X I"
BLACK ON ORANGE
flET011R
0
�Mrwrrrrrrrriiiii...RD rrrrr
DETOUR
MS-101 MOD
24" X 48"
BLACK ON ORANGE
1J
MB-101 MOD
RD 24" X 48"
BEAVER VALLEY END BLACK ON ORANGE
G��GE
CppE
(175COVE1IY
TO PORT TOVMSEND
20
M�
PCMS
1
2
SR 19
CLOSED
FOLLOW
AT SR 104
DETOUR
2.0 SEC
2.0 SEC
DETOUR
G20-2A
48" X 24"
NO
BLACK ON ORANGE
.
116
FIELD LOCATE 1 MILE 3
BAY RD
PRIOR TO CLOSURE.
v uuu
CLOSED 94� LOCATE PCMS PER WSOOT
104 ,.� 9� �y>~ STANDARD SPEC.1-10.3(3)C.
9 R11-1501 (EUW)
� 48" X 60" a M8-101 MOD S NOTES:
BLACK
I STALL 8 DAYS 24" X O
qmv _i PRIOR TO CLOSURE BLACK ON ORANGE 1. SEE STANDARD PLAN K-80.10 FOR CLASS "A"
+ q. p ,�O CONSTRUCTION SIGNING INSTALLATION.
ARC7 M8-101 MOD i LEGEND:
24" X 48" c
QOq- BLACK ON ORANGE ph1' 0 SIGN LOCATION - POST MOUNT (CLASS "A')
r
TEAL TEMPORARY TRAFFIC SIGNAL
4 ----- DETOUR ROUTE
RO dn. 0 2500 5000 Cacai1 PORTABLE CHANGEABLE MESSAGE SIGN
o' SCALE IN FEET
FILE NAME c"QlM%lddnat MdUntl049f 495VO.G127 PS TGd
TIME 126107 PM .. ""f FED.AID PROJ.NO. Amok
DATE Srm22 SR 104
PLODEO BY Lo a$ 10 WASHHSIP-0104(062) TC1
DEI10NED sY &LEiw �. SR 19 INTERSECTION
ENTERED BY S.LEZA 210523 Washington State SAFETY IMPROVEMENTS
CHECKED BY E. CHRISTOFFERSON eamn.c. xo. "^ Department of Transportation e,
PROJ. ENGR. D. 1ICKERNAN. P.E. XL6127 - -- DETOUR PLAN •=f
REDIDNAL AWL S. ROARK, P.E. REVISION DATE BY �
HR3 0160 ExhiDli A P899 1 DT 17 PE
LEGEND
77777777777
RIGHT OF WAY
••
EXISTING EDGE OF GRAVEL
--------
EXISTING EDGE OF PAVEMENT
•I� —r— —
EXISTING GUARDRAIL
NEW EDGE OF PAVEMENT
NEW EDGE OF FILL
.�--
NEW GUARDRAIL
NEW CURB FACE
�—
DIRECTION OF TRAFFIC AND NUMBER OF LANES
®
TRAFFIC SAFETY DRUM
C,
TUBULAR MARKER
"I"
TYPE 3 BARRICADE
acres
PORTABLE CHANGEABLE MESSAGE SIGN
n PPP
SEQUENTIAL ARROW SIGN -TYPE C
--N
TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER
WORK ZONE
DETAIL A
DETAIL A
ij ELEMENTS OF WORK
i BEGIN CLOSURE OF LEFT TURNS AND EASTBOUND SR 104
SHOULDER MAINTAINING ACCESS TO SR 104 AND WESTBOUND
j ACCESS TO SR 19 AS DEFINED BY THE CONSTRUCTION UNDER
{I TRAFFIC SECTION OF THE CONTRACT PROVISIONS. WORK TO
I BE COMPLETED DURING THIS STAGE INCLUDES BUT IS NOT
LIMITED TO:
-CONSTRUCT THROUGH LANE (EASTBOUND ROUNDABOUT
DETAIL B BYPASS /TEMPORARY CONSTRUCTION BYPASS(.
r i -INSTALL NEARBY DRAINAGE AND ILLUMINATION PADS.
-ROADSIDE CLEANUP.
f 11 ®II I DETAIL C
DETAIL B tf��
—10
STAGE 1
DETAIL C '
C____4
0
0 70 140
SCALE IN FEET
FILE NAME
TIME
c:;vsc ,jArund,iow mdM%d0467764rXL6127
8:08:47 AM
PS SU1A n
rEx
FED.AID PROJ.NO.
SR 104
.
DATE
11/2&7023
Latonas
_
—
io
ASH
PARADISE BAY -SHINE ROAD & SR 19
SU1-W
tt . PLOTTED BY
DESIGNED BY
s. L;=rn
—
PC
HSIP-0104(062)
1
1
Washington State
SAFETY IMPROVEMENTS
ENTERED BY
S. LEZA
V
Department of Transportation
:-E
CHECKED BY
PA03. ENOiR.
E. CHRIS_P.E, 50N
B. FDRD, PJ:. ---
XL6127
oA�
Q� - a;i —
STAGED CONSTRUCTION PLAN
REGIONAL ADM. S. ROARK P.E.DA7E
BY
IA4.n+r
rw
•+.+r,r w.
LEGEND
-17777777777 RIGHT OF WAY
EXISTING EDGE OF GRAVEL
-------- EXISTING EDGE OF PAVEMENT
-i-• -• EXISTING GUARDRAIL
NEW EDGE OF PAVEMENT
NEW EDGE OF FILL
—� NEW GUARDRAIL
NEW CURB FACE
DIRECTION OF TRAFFIC AND NUMBER OF LANES
® TRAFFIC SAFETY DRUM
O TUBULAR MARKER
• . TYPE 3 BARRICADE
n PORTABLE CHANGEABLE MESSAGE SIGN
hi Ili SEQUENTIAL ARROW SIGN -TYPE C
�I TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER
WORK ZONE
a
`—a--�...--
DETAIL A
DETAIL A
STAGE 2
DETAIL B
ELEMENTS OF WORK
BEGIN CLOSURE OF SR 19, NO LONGER THAN 12 CONSECUTIVE
DAYS, MAINTAINING ACCESS TO SR 104 VIA THROUGH LANE
AS DEFINED BY THE CONSTRUCTION UNDER TRAFFIC SECTION
OF THE CONTRACT PROVISIONS. WORK TO BE COMPLETED
DURING THIS STAGE INCLUDES BUT IS NOT LIMITED TO:
-CONSTRUCT SR 19 AND WESTBOUND SR 104; PARTIALLY
CONSTRUCT EASTBOUND SR 104: ROUNDABOUT, SPLITTER AND
UNPAVED ISLANDS.
-FINISH INSTALLING DRAINAGE AND ILLUMINATION PADS.
-ROADSIDE CLEANUP.
-INSTALL PERMANANT SIGNS.
QUALL—C
0 70 140
SCALE IN FEET
TIME 8.08:50 AM
DATE 11liSrlp7y
maoa F•fa
FED.AID PROJ.NO.
HSIP-0104(062)
0.�
�0
�
�[i
IATE
MirPARADISE
Washington State
Department of Transportation
SIR 104
BAY -SHINE ROAD $ SR 19
SAFETY IMPROVEMENTS
nu
SU2-W
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s PLOTTED BY LalanaS
70 A$
�+ DESIGNED BY S. LEZA
21M3
�..�
e ENTERED BY S.LEZA
CHECKED BV E. CHRISTOF'FERSON
cmmur „
we..q, „o.
XL6127
STAGED CONSTRUCTION
PROJ. ENOR, B. FORD, P.E.
REGIONAL ADM. S. ROARK P.E.
REVISION
DATE
BY
LEGEND
-17777777777 RIGHT OF WAY
•- EXISTING EDGE OF GRAVEL
-------- EXISTING EDGE OF PAVEMENT
• 1— —1— — EXISTING GUARDRAIL
NEW EDGE OF PAVEMENT
NEW EDGE OF FILL
�— NEW GUARDRAIL
— NEW CURB FACE
�L— DIRECTION OF TRAFFIC AND NUMBER OF LANES
® TRAFFIC SAFETY DRUM
O TUBULAR MARKER
'c'c4 TYPE 3 BARRICADE
Fp—cm—sl PORTABLE CHANGEABLE MESSAGE SIGN
SEQUENTIAL ARROW SIGN -TYPE C
�I TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER
WORK ZONE
DETAIL_Q
DETAIL B
STAGE 3
ELEMENTS OF WORK
BEGIN CLOSURE OF SOUTH SIDE OF ROUNDABOUT MAINTAINING ACCESS
TO SR 19, WESTBOUND SR 104 VIA NORTH SIDE OF ROUNDABOUT, AND
EASTBOUND SR 104 VIA THROUGH LANE AS DEFINED BY THE
CONSTRUCTION UNDER TRAFFIC SECTION OF THE CONTRACT PROVISIONS.
AT NIGHT FLAG TRAFFIC THROUGH ROUNDABOUT TO EXTEND WORK
ZONE TO INCLUDE THROUGH LANE.WORK TO BE COMPLETED DURING
THIS STAGE INCLUDES BUT IS NOT LIMITED TO:
DETAIL B -FINISH CONSTRUCTING EASTBOUND SR 104: ROUNDABOUT, SPUTTER AND
UNPAVED ISLANDS.
- --E FINAL LIFT ON THROUGH LANE.
DETAIL C
E
LjPJ�'1jjjj1I
--- - --------
---------- - --------
n
i
DETAIL C
DETAIL A '
MISCUE 4_-ADDITIONAL
ELEMENTS OF WORK
BEGIN WORK PERIOD WITH TRAFFIC SHIFTED TO THE FINAL CONFIGURATION AND
ALL LEGS OPERATIONAL. LANE CLOSURES ARE PERMITTED AS ALLOWED BY THE
CONSTRUCTION UNDER TRAFFIC SECTION OF THE CONTRACT PROVISIONS. WORK TO
STAGE 3
BE COMPLETED DURING THIS STAGE INCLUDES BUT IS NOT LIMITED TO:
-INSTALL PERMANENT PAVEMENT MARKINGS.
—4
-LANDSCAPING.
0
70 140
-REMOVE TESC AND OTHER MISC SITE CLEAN UP.
'a
SCALE IN FEET
-INSTALL LUMINAIRE POLES.
FILE NAME
7641XL6127 PS SU3.tl A
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Lam,
G�1
�AP
Washington State
SR 104
PARADISE BAY -SHINE ROAD & SR19
SAFETY IMPROVEMENTS
SU3-W
j TIME 8:08:53AM
70 AS
FED.AID PROJ.NO.
HSIP-0104(062)
u DATE 1112812023
PLOTTED BY Lalonde
�u
,.,,.,.
210523
DESIGNED BY S. LEZA
g ENTERED By
S.LEZA
V
Q
Department of Transportation
_
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CHECKED By E. CHRISTOFFERSON
w.raau .0
+neama w
PROJ, ENGR- B. FORD, P.E.
XL6127
.T�
d�
STAGE CONSTRUCTION PLAN
1.n1n
REGIONAL ADM, S, ROARK P.E.
REVISION
DATE
BY
a
R a
fi w 4S" 48G20-2A 46"
a NOTICE 48' rtufflS
m MUM rx
DOtIBI.£ sB•• �AO� A}fC+4448-'
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ay W20.1 120.301 [OAVJ �P�-~••`F` W20-901
„ SR 104 -MP 7.98 (RT) SR 104 -MP 814 (RT) 48'• (SEE NOTE 3)
SR 104 -MP 963 (LT) SR 104 -MP 947 (LT) G24-501
3 SR 19 - MP 0 56 (LT) SR 19 - MP 0 46 (LT)
s
SR 104 -MP 8 (LT) 90B SR 104 -MP 90(Rn
SR 19 -MP 02 (RT)
104
1 2 1
d
4
� y/f
3 104 NOTES:
4 1, SEE STANDARD PLAN K-8010 FOR CLASS A CONSTRUCTION
a
SIGNING INSTALLATION.
LEGEND
2. ALL SIGNS SHALL BE 413" X 48" BLACK ON ORANGE UNLESS
F SIGN LOCATION -POST MOUNT OTHERIMSE SHOWN,
CLASS A SIGN LOCATION PLAN 3, INSTALL O"TRAFFIC REVISION AHEAD" SIGN (W20-901) AFTER FINAL 7 SIGN NOTE FLAG STAGE OF CONSTRUCTION IS COMPLETE, 5001N ADVANCE OF
NOT TO SCALE THE W2-6 ROUNDABOUT SIGN.
r1LB NAAE[ r7ahp4a47yr7fu{1,E17r TCA1
T111E' 0:71M AM FED.. A3O PRO].NO. `•� - h�1 ���J� SR 104
to yaw r+® rr svolaR 1B A,��`• 'r T// PARADISE BAY -SHINE ROAD f4 SR 19Ev TC1-W
o° �o'� -93 ,.' �Lt Washington State SAFETY IMPROVEMENTS
EN110R0 21r A. MUSANU J Q
_ EffE 'av w, - _ V..� _ IRO a �+ Department of Transportation _ _ -
PrIMLENM 1LFORD _ XL6127 ADVANCE SIGN PLAN > X
REAL AM A ROARK T[Em" Dili[ 9Y .e `
L STA 200+00.00 P.O.T. =
BEGIN WHITE EDGE LINE SHIFT TAPER t+r(.QRT M STA 300+00.00 P.O.B. (11.57' LT.)
BEGIN YELLOW DEL CENTERLINE SHIFT TAPER (0-0f M....................................-----=1--1---1_--}--_1--_r--l---r----r—Yr�_ r.. •-I I
--------- — — — — — — — — — — — — — — — -- _— arWT
.., LINE w
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.......... ..... ..... .. _h��F�a-nl-`._'-_{_-��.1...-. 1.-•-....N++�II-J..'-w.l.�.....}..r. �L.•...,.F---��. ' �t
BEGIN FA HSIP-0104(062) ASEE am
BEGIN PROJECT SEQUENCE PWSH7 T TAPER
BEGIN CONSTRUCTION BEGIN CONSTRUCTION
SR 104, MP 8.61 SR 104 483+65.45 P_O. . (11.88' T.) =
SR 104 480+12.56 P.O.T. (14.32' LT.) = P STA 94+86.16 P.O.B.
I QTA 4ac.an 00 P O B
END YE LOW DdL. CENTERLI ESHI I T T�[1.0 RT
MATCH 18TIN i
-• —I— �-I--•---1-----r-•---+--- —+--- —1u—1--�1--ru =r— r-1._ �1r.•+---w-•-�—r---`i�
— ------ —----------••-------------------- ------
TL-3 APPROVED TEMPORARY
IMPACT ATTENUATOR LIST
ASBORB 350 (9 ELEMENTS)
ASBORB-M (3 ELEMENTS
SLED 14 MODULES)
ACZ-350 (4 SECTIONS)
TRITON CET (6 SECTIONS)
NOTE: TL-3 ATTENUATORS
APPROVED FOR ALL SPEEDS
LEGEND
TEMPORARY PAVEMENT MMiKING -
_
SHORT DURATION. TEMPORARY TAPE
TEMPORARY SIGN LOCATION (SMiN. HEIGHT)
SIGN LOCATION -TEMPORARY MOUNT
"M
(CLASS
/
SIGN LOCATION - POST MOUNT
•
iCLASS 'Al
p
MN LOCATION -EXISTING SIGN
PJ
TRAFFIC SAFETY DRUM
F)
TUSUHAR MAFMR -PAVEMENT MOUNTED
%}i
TYPE 3 BARRICADE
T
TRAVEL DIRECTION OF OPEN DINE
JP�
PORTABLE CHANGEABLE MESSAGE SIGN
I—
TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER -ANCHORED
®
WORK AREA
AN
PCMS
1 2
NO LANE
ACCESS SHIFTS
TO HWY1S AHEAD
2.0 SEC 2.0 SEC
LOCATE AS SHOWN
PCMS
1 2
HWY19 ;2.
/DA
ACCESS OUGH
TO CLOSE/DA
2.0 SEC SEC
DISPLAY AT LEAST 3 DAYS IN
ADVANCE OF THE WORK
MO /DA = ENTER MONTH /DAY
TAPER (200-RT.)
6.0' 4 0' STAGE 1
Shoulder Shoulder WZ -Varies
I 1 Exis in',I TemO. I I2 I7
Lane Lane
SECTION A -A
n (NOT TO SCALE)Ir--TI---pO
TEMPORARY BARRIER -ANCHORED I EXISTING GUARD RAIL
TEMPORARY LANE LINE EXISTING LANE LINE
STAGE 1
0 30 60
SCALE IN FEET
.1D PROJ.NO. '
XL6127
SIGN SEQUENCE
�1 Lt E N•
n^
n,
W20 1
(SEE NOTE 4
A
8D'TYFMCAL
a3
NOTES:
1- SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN, ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
3. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
4. SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 'ROAD
WORK AHEAD' SIGN.
5. ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
6. REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS,
7. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20.30.
a, PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED)_
(C)MAINTAIN MINIMUM NCLEAR SHOULDER
SR 104
PARADISE BAY -SHINE ROAD & SR 19 TC2-W
Washington State SAFETY IMPROVEMENTS W
Department of Transportation
TRAFFIC CONTROL PLANS
SEE NOTE 5
30" + j
�
36'
ONLY fir! L
R15R 113
.SAO
N 32.02 78
4 0'
SINK*
12.4' 12.0,
Existing I Temp
Lane Lane
�7 (NOT TO SCALE)
I�L1J1 TEMPORARY BARRIER -ANCHORED Q EXISTING LANE LINE
TEMPORARY LANE LINE
'
LEGEND��
®36� BEl31N YELLpWY DBL. CENTERLINE (20.5' RT-)
1- SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
i,
5
TEMPORARY PAVEMENT MARKING -
R3-2 tRON/I
SHORT DURATION, TEMPORARY TAPE
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN ALL
TEMPORARY SIGN LOCATION (5' MIN, HEIGHT)
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN,
(
b
SIGN LOCATION • TEMPORARY MOUNT
STAGE 1
3, EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
(CLASS "B")
Shoulder Shoulder
WZ - Varies
S
SIGN LOCATION -POST MOUNT
f05' 10.7'
4, SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" SIGN.
q
(CLASS "A")
I Existing Temp I7
h
I-�
SIGN LOCATION -EXISTING SIGN
Lane Lane
5. PLACE SIGN R3-5R BELOW EXISTING STOP SIGNS,
&
TRAFFIC SAFETY DRUM
6 ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
S O
TUBULAR MARKER - PAVEMENT MOUNTED
SECTION A
7. REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
(NOT TO SCALE)
AND TRAFFIC ARROWS.
'?c'c
s
TYPE 3 BARRICADE
TRAVEL DIRECTION OF OPEN LANE
n
\ TEMPORARY BARRIER -ANCHORED T EXISTING
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WORK AREA
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SR 104
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS
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20 SEC 2,0 SEC
LOCATE AT SR 19 MP 2.71t (RT.)
PCMS
1 2
HWY104 E MO IDA
ACCESS THROUGH
TO CLOSE MO IDA
2.0 SEC 20 SEC
DISPLAY AT LEAST 3 DAYS IN
ADVANCE OF THE WORK,
MO IDA = ENTER MONTH /DAY
END CONSTRUCTION
s> a sloN SR 19 MP 0.17
SR 19 81+40.41 P.O.T. {011
.... ................. ... -..--- ---- _... L STA 219+30.00 P.O.T.
---.......- ......-......--_.....
— — F__— -->> —
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TEMPORARY PAVEMENT MARKING -
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TEMPORARY SION LOCATION (S'Mlk HEIGHT)
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--
NOTES:
1.
SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS.
2.
ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN.
3.
EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER.
,L
SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20A 'ROAD
WORK AHEAD' SIGN.
5
PLACE SIGN R3-5R BELOW EXISTING STOP SIGNS,
6
ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE.
7.
REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS-
B.
ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20,30,
9.
PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
STAGE 1
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
0 30 SO
VAN, OR BUS MAY BE USED),
SCALE IN FEET
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SR 104
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS
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TRAFFIC CONTROL PLAN•
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LOCATE AT:
SR 104 MP 10901 (RT.)
BEGIN 'YELL
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A
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-40
TL-3 APPROVED TEMPORARY
IMPACT ATTENUATOR LIST
ASBORB 350 (9 ELEMENTS)
ASBORB-M 13 ELEMENTS)
SLED (4 MODULES)
ACZ-350 (4 SECTIONS)
TRITON CET (6 SECTIONS)
NOTE: TL.3 ATTENUATORS
APPROVED FOR ALL SPEEDS
CENTERLINE TAPER (1.0'LT.)
EDGE LINE (25.B'LT.)
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IT
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SECTION B-B
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II
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6TCdtiY D9C CENYEt1CIRE
--••................... --,. .. -. J �WWNE EDGE GNE SHIFT T-APERS I�S1..17CLT.
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320 ••�PIVFX........ ... ..........a--, Sift
S 104 --1_--T--__
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END CONSTRUCTION
SR 104 500+52.59 P.O.T.
P STA 111+74.36 P.O.E.
BEGIN WHITE EDGE LINE (11.0'RT.)
LEGEND
}�
5
TEMPORARY PAVEMENT MARKING
PPP&
SHORT nURATiON. TEMPORARY TAPE
TEMPORARY SION LOCATION WHIN. HEIGHT}
{e y�
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i
WORK AREA
3 L.I.)
END CONSTRUCTION
lU4 APN ]U3+415.L7
M STA 321+25.48 P.O.E. (11.57' LT.)
END FA HSIP-0104(062)
END PROJECT _
END CONSTRUCTION
SR 104, MP 9.11
SR 104 507+22.57 (0.00' RT.) =
SIGN SEQUENCE N STA 48+00 P.O.E.
(SEE NOTE 4)
A0A0
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SCALE IN FEET
NOTES:
1 SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
3, EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
4, SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" SIGN.
5, PLACE SIGN R3-5R BELOW EXISTING STOP SIGNS.
6, ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
7, REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS.
8. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20.30-
9, PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA.
(B) PROVIDE FREE FED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED),
(C) MAINTAIN MINIMUM 4-CLEAR SHOULDER
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PARADISE BAY -SHINE ROAD & SR 19
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MATCH LXN311
BEGIN WHITE EDGE LINE SHIFT TAPERS 124.5'LT. 11.5'1
BEGIN YELLOW OBL. CENTERLINE SHIFT TAPERS {0.5' RT - 12,5'
........................................ I -_- I — - 1 — 1 — .-1— _—)— -- (---
------------------ -- — — --
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BEGIN FA HSIP-0104(062) El1EH4E R0C'SHVT TAPER —
BEGIN PROJECT
BEGIN CONSTRUCTION BEGIN CONSTRUCTION
I{ 104, MO 8.61 Sk 1 4 48 +65.45 P. . { 1. 8'
SR 104 480+12.56 P.O.T. (14.32. LT.) = P STA 94+86.16 P.O.B.
L STA 196+90.00 P.O.B.
TIE-3 APPROVED TEMPORARY
IMPACT ATTENUATOR LIST
ASBORB 350 (9 ELEMENTS)
ASBORB-M (3 ELEMENTS)
SLED (4 MODULES)
ACZ-350 (4 SECTIONS)
TRITON CET (6 SECTIONS)
NOTE: TL-3 ATTENUATORS
APPROVED FOR ALL SPEEDS
600' SHIFT
.. .. ... TYPI
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P LINE
1.
NOTES:
SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
TEMPORARY PAVEMENT MARKING - SHORT
SHORT DURATION, TEMPORARY TAPE
S
NO LANE
WZ -Varies
4.0'
4 0'
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS -
TEMPORARY SIGN LOCATION (5' MIN- HEIGHT)
ACCESS SHIFTS
Shoulder
Shoulder
2,
ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL
TO HWY1 AHEAD
1'2'I 11.01
1 11-0'
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
b
SIGN 'LOCATION -TEMPORARY MOUNT
` Temp
l Temp,
I
(CLASS B")
ZO SEC 2.0 SEC
Lane
Lane
3-
EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
SIGN LOCATION -POST MOUNT
LOCATE AS SHOWN
"ROAD
(CLASS "A")
4-
SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1
WORK AHEAD" SIGN,
rj
SIGN LOCATION -EXISTING SIGN
PCMS
SECTION A -A
(NOT TO SCALE)
5.
ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
®
O
TRAFFIC SAFETY DRUM
TUBULAR MARKER -PAVEMENT MOUNTED
1 2
HWY19 MO /DA
1� TEMPORARY LANE LINE
Iu\ TEMPORARY BARRIER -ANCHORED
e.
REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
ACCESS THROUGH
EXISTING LANE LINE
AND TRAFFIC ARROWS.
11!'c
TYPE 3 BARRICADE
TO CLOSE MO I DA
7-
ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
TRAVEL DIRECTION OF OPEN LANE
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
20 SEC 20 SEC
WITH STANDARD PLAN M-2030
PCMS]
PORTABLE CHANGEABLE MESSAGE SIGN
LEAST DAYS IN
DISPLAY AT 3
ADVANCE OF THE WORK-
8
PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
I�
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TEMPORARY BARRIER -ANCHORED
STAGE 2
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
WORK AREA
D
30 60
VAN, OR BUS MAY BE USED}
SCALE IN FEET
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SR 104
PARADISE BAY -SHINE ROAD d SR 19
SAFETY IMPROVEMENTS
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NOTES:
1, SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
TEMPORARY PAVEMENT MA1TIfING -
F}ipRr DURATION. TEMPORARY TAPE
STAGE 2
WZ -Varies
40'
40'
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS.
1
TEMPORARY SIGN LOCATION (5'MNJ. HEIGHT)
Shoulder
Shoulder
2 ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL
b
S CATION -TEMPORARY MOUNT
t lZ I Temp r
Temp 11
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN,
�Cl3N
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Lane
Lane
3• EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER,
SIGN LOCATION - POST MOUNT
BB
(CLASS 'Al
8
4 SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
I
SIGN LOCATION - EXISTING SIGN
SECTION A -A
WORK AHEAD" SIGN.
®
TRAFFIC SAFETY DRUM
(NOT TO SCALE)
5 ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE.
I
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V TEMPORARY LANE LINE
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TEMPORARY BARRIER ,
-ANCHORED
6 REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS
44i
TYPE 3 BARRICADE
-..}I
EXISTING
LANE LINE
E
7, ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
—^
I
TRAVEL DIRECTION OF: OPEN LANE
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
I 3pqj'A�
PORTABLE CHANGEABLE MESSAGE SK3N
WITH STANDARD PLAN M-20,30.
Nam+
TEMPORARY IMPACT ATTENUATOR
B• PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
I
ALTERNATIVE STRATIGES):
I
TEMPORARY BARRIER -ANCHORED
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
STAGE 2
ADJACENT PATH OPPOSITE THE WORK AREA.
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Ill
1hI�1t�
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30 60
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SAFETY IMPROVEMENTS
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ACCESS ALT ACCESS THROUGH
CLOSED ROUTE TO CLOSfi MO IDA
2.0 SEC ZO SEC 2.0 SEC 20 SEC
LOCATE AT: DISPLAY AT LEAST 3 DAYS IN
SR 19 MP 2,713 (RT) ADVANCE OF THE WORK.
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ex
- - - - — — — — — --•-- '-----
--
ROAD
CLOSED 30
R11-2 (BIYV)
NOTES:
t, SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
LEGEND
TEWORARY PAVEMENT MAPANR
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
_
SHORT GIIRATION. TEMPORARY TAPE
AND PUBLIC NOTIFICATION REQUIREMENTS FOR R11-1501,
iTEMPORARY
SIGN LOCATION [7MEN. 3{EILiFlT)
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL
I
SIGN LOCATION -TEMPORARY MOUNT
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN.
[CLASS B�
3. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER.
I
.SIGN LOCATION .POST MOUNT
(CLASS 91"}
4. SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
SIGN LOCATION - EXISTING SIGN
WORK AHEAD" SIGN,
TRAFFIC SAFETY DRUM
5. ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
i
C�!
TUBULAR MARKER -PAVEMENT MOUNTED
6. REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE UNE(S)
AND TRAFFIC ARROWS
• 1
TYPE 3 BARRICADE
7, ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
TRAVEL p1RECTN]N OF OPEN LANE
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
F [
PORTABLE CHWGEA9LE MESSAGE SIGN
WITH STANDARD PLAN M-2030
I
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TEMPORARY IMPACT ATTENUATOR
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TEMPORARY BARRIER .ANCHORF.A
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I
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SR 104
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS*
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TRAFFIC CONTROL PLAN
AIs"ImOA•_ 9.AN"
NEUMMI. AM b. ROAM
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DATX.
BY
PCMS
1 2
ACCESS FOLLOW
TO HWY1 CNTR RD
CLOSED DETOUR
20 SEC 20 SEC
LOCATE AS SHOWN
LEGEND
TEMPORARY PAVEMENT MARKING -
SHORY OLIRATICNI, TEMPORARY TAPE
TEMPORARY SIGN LOCATION JFMIN HEIGHT)
SIGN LOCATION -TEMPORARY MOUNT
-97
(CLASS
SIGN LOCATIOk -POST MOUNT
(CLASS 'A']
�7
SIGN LOCATION - EXISTING SIGN
TRAFFIC SAFETY DRUM
fa
TUBULAR MARKER -PAVEMENT MOUNTED
44i
TYPE 3 BARRICADE
TRAVEL DIRECTION OF OPEN IME
iP£htii�
PORTABLE CHANGEA6tE MESSAGE SIGN
N
TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER-ANCHOREO
®
WORN AREA
TL-3 APPROVED TEMPORARY
IMPACT ATTENUATOR LIST
ASBORB 350 (9 ELEMENTS)
ASBORB-M (3 ELEMENTS)
SLED (4 MODULES)
ACZ-350 (4 SECTIONS)
TRITON CET (6 SECTIONS)
TL-3 ATTENUATORS APPROVED
FOR ALL SPEEDS
STA 111+74.36 P.O.E.
SIGN SEQUENCE
ROAq
woalt :.
ANEAtI
W14L
z ® 24-
w
W14L W20-1
® 24„ (SEE NOTE 5)
24" 30"
O W13.1 W1 a-2P 1 �-
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yr
P LINE
STAGE 2 40•
4.0
WZ -Varies Shoulder
ShNAd6r
r
110.
110.
Temp
Temp
ry
Lane
Lane
SECTION A -A
(NOT TO SCALE)
FF��FF��pp
TEMPORARY BARRIER -ANCHORED I
EXISTING GUARD RAIL
♦
TEMPORARY LANE LINE Q
EXISTING LANE LINE
STAGE 2
D 70 6U
SCALE IN FEET
END FA HSIP-0104(062)
END PROJECT
END CONSTRUCTION
SR 104, MP 9.11
SR 104 507+22.57 (0'00' RT.) =
NOTES:
1. SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS.
2, ALL SIGNS SHALL BE 48
" X 40", UNLESS OTHERWISE SHOWN. ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
3, EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
41 SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" SIGN,
5. ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
6. REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS
7. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20.30.
B, PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED),
(C)MAINTAIN MINIMUM 4' CLEAR SHOULDER.
-— I n FEMAID PROJ.NO. {�1� QQ� '40k� SR 104
UATi a hh"W] tD g �,�P[• �'�P[` �/- PARADISE BAY -SHINE ROAD ✓g SR 19 TC9-W
rLeT1Ee eYaine;
G. 1'Lr 3 Q�G�1 �nt�1 Washington State SAFETY IMPROVEMENTS iaT
•o13eAee b+/ F. MOd}AMl `` 44 1 cnECll[n sY IIL •"_- .., .�.�� .-. Department of Transportation �,
lti a•r XL6127 TRAFFIC CONTROL PLAN w
REaNNML ADM a_aaAwt wlnslop PATE BY '
L STA 200+00.00 P.O.T. =
UNE M STA 300+00.00 P.O.B. (11.57' LT.)
BEGIN WHITE EDGE LINE (23.5'LT„ 11.0'RT.)
BEGIN YELLOW DBECENTEERLINE (12.0'1-T.,00'CL.)
' __=1— —I —r— =r—--r---r� —r— --I—--•r---•�r— o
— --------------------
-- LINE
rBEGIN
—------------------------A HSIP-0104(062) PROJECT BEGIN CONSTRUCTION
CONSTRUCTION SR 104 483+65.45 11. T.) =
SR 104, MP 8.61 P STA 94+86.16 P.O.B.
SR 104 480+12.55 P.O.T. (14.36' LT.) =
L STA 196+90.00 P.O.B. MIT& EDGE LINT:
SIGN SEQUENCE
a➢
U
a
w
aO4i
OWL
OW p
W14R
W1-4R
W20-1
NO
(SEE NOTE 4)
30"
30"
W16-2P MOD W16-2P MOD
30" X 24"
30" X 24"
j w M LINE LINE sR 104 _ A
P 1 ME
....................__...-.... ................
tE8R1lD M LINE P LINE NOTES:
TEMPORARY PppVElIENT MARWN6 1. SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
SHDRT OLIRATIOPf. TEMPORARY TAPE PCMS 5,0' STAGE 3 50, CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS.
iTEMPORARY WN LOCATION (5 MIN. HEIGHT) 1 2 Shoulder WZ -Varies Shoulder 2. ALL SIGNS SHALL BE 48" X 4e", UNLESS OTHERWISE SHOWN ALL
SIG j N LOCAIION -TEMPORARY MOUNI T IIIIIIIIII 11,0 120
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
K (CVLSS 'B.) ROAD LANE I Temp Lane Temp. Lane
{ WORK SHIFTS I 3, EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER
{ SIGN LOCATION -POST MOUNT
h iCLASS -11•) AHEAD AHEAD 4, SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
JL
' 0 5iGN LOCATION • EXISTING SIGN 2.0 SEC 2.0 SEC SECTION A -A WORK AHEAD" SIGN,
E ® TRAFFIC SAFETY DRUM LOCATE AS SHOWN (NOT TO SCALE) 5. ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
i EXISTING GUARD RAIL ♦ TEMPORARY LANE LINE
G tLIBULAR MARKER -PAVEMENT MOUNTED 6 REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
41L TYPE 3 BARRICADE ♦ PERMANENT LANE LINE Q EXISTING LANE LINE AND TRAFFIC ARROWS
E 7. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
E TRAVEL DIRECTION OF OPEN LANE WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM) IN ACCORDANCE
® PORTABLE CHANGEABLE MESSAGE SIGN WITH STANDARD PLAN M-20.30.
r
( H iEMP.ORIIRY IMPACT gTTENLIATOR B, PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
( TEMPORARY BARRIER . ANCi1t1RED STAGE 3 (A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA,
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
WORK AREA D 3D 60 VAN, OR BUS MAY BE USED).
i SCALE IN FEET (C)MAINTAIN MINIMUM A' CLEAR SHOULDER,
rlL RALtr aew+.w�e..nea.sanuu[.+I+ rcl �►
1LME rk44.13 FM FEMAID PROJ.NO. SR 104 4 +M ••• +
i ftootiva ar �1r 3 to A ' \• PARADISE BAY -SHINE ROAD 8 SR 19 YCifl-W
rsr A•�. '{ � L�t A ek Washington State SAFELY IMPROVEMENTS _..
t am pMo ay AL M s ,.�.,., - 4 ,L 44 Department of Transportation ox
(:innti-ei±cn:_=_a Farm_ XL 1127 TRAFFIC CONTROL PLAN .
REGIGMAL AUK &ROARK
L z eg oD
sHCe
(SEE NOTE 9)
q
N
4
ROAD
60" CLOSED 30"
R11-2
30"
W1-6R
(SEE NOTE 9) t�6
w SR 104 -- p LINE
A
LEGEND
TEMPORARY PAVEMENT MARKING -
SHORT DURATION. TEMPORARY TAPE
TEMPORARY SIGN LOCATION WMIN. HOGST)
SIGH. LOCATION -TEMPORARY MOUNT
_
(CLASS "
SIGN LOCATION .POST MOUNT
(CLASS -A')
k3
SIGN LOCATION -EXISTING SIGN
TRAFFIC SAFETY DRUM
q
TUBULAR MARKER -PAVEMENT MOUNTCO
Ys'ti
TYPE 3 9MRICADE
--
TRAVEL DIRECTION OF OPEN LANE
PORTARLE CHANGEABLE MESSAGE SIGN
}�
TEMPORARY IMPACT ATTENUATOR
TEMPORARY BARRIER -ANCHORED
WORK AREA
sY
(SEE NOTE 9)
r I we
M LINE P LINE
5 V STAGE 3 50,
Shoulder WZ - Varies Shoulder
16 0' 12 0' 1
Permanent Permanent
Lane Lane
SECTION A.A
(NOT TO SCALE)
- EXISTING GUARD RAIL v TEMPORARY LANE LINE
♦ PERMANENT LANE LINE A EXISTING LANE LINE
STAGE 3
0 ]D 60
SCALE IN FEET
FED.AID PROJ.NO.
10 n 1 n 1
M LINE P LINE
BP STAGE 3 7.3'
Shoulder WZ -Varies Shoulder
16.01
P,rmarenf PeIRi
Len. aMn�MIN�
SECTION B-B
(NOT TO SCALE)
♦ PERMANENT LMC LINE ♦ TEMPORARY LANE LINE
A EXISTING LANE LINE
$
B
zSF
f
1 ..�. L _
timx
SR 104�
w
BM
NOTES:
I.
SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS.
2.
ALL SIGNS SHALL BE 48" X 40", UNLESS OTHERWISE SHOWN. ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
3.
EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER.
4,
SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" SIGN,
5•
ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
6•
REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS
7,
ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20.30
B.
PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA-
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN,OR BUS MAY BE USED}
(C) MAINTAIN MINIMUM 4-CLEAR SHOULDER.
9
PERMANENT SIGNS SHALL BE INSTALLED PRIOR TO THIS STAGE
SEE SIGN PLAN AND SIGN SPECIFICATION SHEET.
SR 104
TC11.
w//
PARADISE BAY -SHINE ROAD & SR 19
Washington
State
SAFETY IMPROVEMENTS
Department of Transportation
TRAFFIC CONTROL PLAN
X.
PCMS
1 2
HWY19 E USE
ACCESS ALT.
CLOSED ROUTE
(SEE NOTE 9) 2.0 SEC ;2O SEC
tC4ATE.AT:
------------
SR 19 MP 2.71 (RT.)
SIGN SEQUENCE
(SEE NOTE 4) (SEE NOTE 4)
4f♦" 48'
W20-901 W21-1
U
a
-� • ' ' - (SEE NOTE
N LINE
Hid SR 19
1
END CONSTRUCTION
SR 19 NIP 0A7
(SEE NOTE 9) SR 19 81+40.41 P.O.T. (4
L STA 219+30.00 P.O.T.
IS
NOTES:
1. SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
team
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN ALL
FEIYIPORARY PAVEMENT MISRiUNG
_
SHORT OURATIO4 TEMPORARY TAPE
SIGNS SHALL BE BLACK ON ORANGE,UNLESS OTHERWISE SHOWN
TEMPORARY SIGH LOCATTON 15'MIH. HEOIT)
j
3 EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER.
k3 SK3N LOCATION -TEMPORARY MOUNt
(CLASS -151
4. SEE CLASS A SIGN PLAN, TC1-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" AND MO-901 "TRAFFIC REVISION AHEAD SIGNS.
51oH LOCATION -POST MOUNT
"A')
(CLASS
5. ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE.
}0 51G0 LOCATION - E)(18T)N6 SIGH
6. REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
0 TRAFFIC SAFETY DRUM
i
AND TRAFFIC ARROWS-
0 TU9UI,AR MARKER-PAVE7,IERi MOUNTRD
7. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
I l44 TYPE ) MARICADE
WITH STANDARD PLAN M-20.30-
-�^ TRAVEL DIRECTION OF OPEN LANE
B PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
I PCMS PORTABLE CHANGEABLE MESSAGE SIGN
ALTERNATIVE STRATIGES):
r
TEMPORARY IMPACT ATTENUATOR
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA.
(B) PROVIDE FREE PIED SHUTTLE (PILOT CAR, WORK VEHICLE,
TEMPORARY BARRIER-ANCRORED
VAN, OR BUS MAY BE USED)
STAGE 3
(C)MAINTAIN MINIMUM 4-CLEAR SHOULDER
WORK AREA
�~
0 30 60
9. PERMANENT SIGNS SHALL BE INSTALLED PRIOR TO THIS STAGE
SCALE IN FEET
SEE SIGN PLAN AND SIGN SPECIFICATION SHEET
i FILE IIAt4E c:luwnl-d— Md.
)67111u,27 7CI7
y
SR 104mil
nMR I VYr All
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MAP
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Washington Slate
Department of Transportation
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS
0[>V1G11EU 6T G
. F1/TEfIEC pY A.M7>tANt1
,)X
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TRAFFIC CONTROL PLAN
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-RMIG
XL6127
—
E xy
rA6" ADNL a. FIDARK
A[V{f10N
OAYL
eY
PCMS
1 2
ROAD 1,85
WORK MILES
AHEAD AHEAD
2.0 SEC 2.0 SEC
LOCATE AT:
SR 104 MP 10,90z (RT.)
SIGN SEQUENCE
(SEE NOTE 4)
(SEE NOTE 4)
ie-
. RA1T1
ee
ROAD
E10011
wan
AlIEAA
AN110
45'
4g•
W20-901
W20-1
is
P STA 111+74.36 P.O.E.
LEGEND
TEMPORARY PAVEr§NT MARKIN43
SHORT DURATION• MPORARY TAPE
TEMPORARY SIGN LOCATION [5'MIN. HEIGHT]
LOCATION -TEMPORARY MOUNT
SIGN{CLASS
"B'1
SIGN LOCATION •POST MOUNT'
ICLASS 'Al
j7
SIGN LOCATION -EXISTING SIGN
TRAFFIC SAFETY DRUM
0
TUBULAR MARKER -PAVEMENT MOUNTED
4i-.
TYPE 3 BARRICADE
T
TRAVEL DIRECTION OF OPEN LANE
f
PORTABLE CHANGEABLE MESSAGE SIGN
M
TEMPORARY IMPACT ATTENVATOR
TEMPORARY BARRIER -ANCHORED
®
WORK AREA
END FA HSIP-0104(062)
END PROJECT
SR 104 503+88.25
M STA 321+25.48 P.D.E. (11.57' LT.)
M LINE
60' STAGE 3 8,01
$frnvMpi WZ -Varies Shoulder
p Temp
4' Lane Lane
MIN
SECTION A -A
[� (NOT TO SCALE)
hull—V EXISTING GUARD RAIL V TEMPORARY LANE LINE
♦ PERMANENT LANE LINE A EXISTING LANE LINE
STAGE 3
0 30 60
SCALE IN FEET
END CONSTRUCTION
SR 104, MP 9.11
SR 104 507+22.57 (0.00' RT.) =
NOTES:
S. SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN, ALL
SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN
3. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER-
4, SEE CLASS A SIGN PLAN, TCi-W, FOR LOCATION OF W20-1 "ROAD
WORK AHEAD" SIGN.
5, ALL PAVEMENT MARKINGS SHALL BE PREFORMED REMOVAL TAPE
6, REMOVE OR BLACK MASK TAPE ALL CONFLICTING LANE LINE(S)
AND TRAFFIC ARROWS
T. ALL CENTERLINE PAVEMENT MARKINGS SHALL BE SUPPLEMENTED
WITH TYPE 2 RAISED PAVEMENT MARKERS (RPM)IN ACCORDANCE
WITH STANDARD PLAN M-20 30
B. PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED).
(C)MAINTAIN MINIMUM 4- CLEAR SHOULDER.
9. PERMANENT SIGNS SHALL BE INSTALLED PRIOR TO THIS STAGE
SEE SIGN PLAN AND SIGN SPECIFICATION SHEET
( Tw
1?:sx" F9i
,T
FED.AID PROJAO.
Q
SR 104
PARADISE BAY -SHINE ROAD & SR 19
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4
Washington State
Department of Transportation
SAFETY IMPROVEMENTS
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Re IS M
WITE
Br
XL6127
.,,
TRAFFIC CONTROL PLAN
;.
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feel)
25
30
35
40
45
50
55
60
65
70
8
40
40
fi0
90
120
130
150
160
170
190
SO
40
60
90
90
150
170
190
200
220
240
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN B:
PCMS
1 2
SHOULDER 1
CLOSED MILE
AHEAD AHEAD
20 SEC 2.0 SEC
LOCATE AS SHOWN
SIGN SPACING = X (1)
FREEWAYS & E%PPES6WAY6 55170 MPH 1500-
RURAL HIGHWAYS 60 / 65 MPH BOO'
RURAL ROADS 45 / 55 MPH 500,
(U ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS. AT -GRADE INTERSECTIONS AND DRIVEWAYS
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30 35
40
45
50
55
60
65 70
LENGTH (feet)
155
200 250
305
360
425
495
1 570
1 645 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9.900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22.000 Ibs.
< 45 MPH
45-55 MPH > 55 MPH
< 45 MPH
45-55 MPH > 55 MPH
100'
123' 172'
74'
100, 159
Z
CHAWI-TZATION DE=E
SPACING 11.11
MPH
TAPpR
I TA1Y. .
50RO
40
80
%+44
30
i O
s'
1 MILE �I_
X
"
X X L/3 B R IDD
I
-
48"
48"
's
ROAD
WORKSHOULDER
AHEAD
CLOSED
NOTES:
48"
AB.. 48,.
1, SEE SPECIAL PROVISIONS: "PUBLIC CONVENIENCE AND SAFETY -
F
w2o-,
W20-101
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
q
sHauln�a
IND'IRA
2 SIGNS SHALL BE 48" X 413", UNLESS SE SHOWN
3
ALL SIGNS SHALL BE BLACK ON ORANGE, UNLEALL
SS OTHERWISE
•
48"
SHOWN.
t
LEOEND
f
e
W21-5
3. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER.
:1
SII��OCCA N -TEMPORARY MOUNT
4, DURING HIGH SPEED CLOSURE NO ENCROACHMENT ON
TRAVELED LANE IF ENCROACHMENT IS NECESSARY, LANE
SHALL BE CLOSED USING AN APPROVED PLAN.
E N7
TRAFFIC SAFETY DRUM
5. CLOSURES NEAR INTERSECTIONS SHALL NOT BLOCK SIGHT
TRAVEL DIRECTION OF OPEN LANE
DISTANCE FOR VEHICLES ENTERING FROM THE SIDE ROAD
PORTABLE CHANGEABLE MESSAGE SIGN
6. PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
gJ
S
ALTERNATIVE STRATIGES):
a
TRANSPORTABLE A77ENUATOR
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR
S
SHOULDER CLOSURE:
ADJACENT PATH OPPOSITE THE WORK AREA.
C
WCM AREA
HIGH SPEED (> 40 MPH)
(B) PROVIDE FREE FED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED).
NOT TO SCALE
(C)MAINTAIN MINIMUM 4'CLEAR SHOULDER,
Fa; NAME
I 3Sr'fCl
hQ�
\y'
'��
4
�,��
n�{11
4
Allow
w
Washington State
Department of Transportation
SR 104
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS
fC14 W
IRE I%3N3 AM
•""
FED -AID PROJ.NO.
,
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TRAFFIC CONTROL PLAN
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Roe. eN61i. -e, FpRp
XL6127
L612
`
"Yom
AA%
aY
f1E1#GNAi ADW 6 RDARK
MAXIMUM CHANNELOATION
DEVICE SPACING (feet]
MPH
TAPER TANGENT
50 - 65
0 SO
45
1 1➢ 1 60
RECOMMENDED MN SPACING z X (1) STOP CONDn" I WML_Q0D>VM MIh UOR TO STOP GATE ARM SHALL BE FULLY RETROREFLECTIVE ON
RURAL HIGHWAYS 60fi5 MPH BOO' ±
BOTH SIDES WTH ALTERNATING REDMMITE SHEETING
RED
RURAL ROADS 45-55 MPH 500'i 1�2• L[ENSS 16
ItLUMMAl Ea LA�(1170 SOLID YELLOW
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE F 7 NI.. T
INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS YELLOW 12'LERS
1Y LENS ILLUMINATED FOR 1ti
;XAL {gACti Ii147MIIRA7 ED S-6 SECONDS
wo.ru nkaa A,: 78"MIN (SEE NOTE 9)
AFAD REDNELLOW LENS DETAIL AFAD GATE ARM DETAIL
®D130130
® 11• a a a a
x I x BD'
4C P4"
f7eP
4E ;<� 30„
W2&.1 W20-4 W20-713 W207C
LEGEND
a
(MINIMIZE DISTANCE BETWEEN MAINLINE AFADS TO MINIMIZE DELAYS 6 TRAFFIC QUEUES)
W
w j r FOR DRIVEWAY, BUSINESS ACCESS,
aw IAND INTERSECTING ROADWAY DETAILS:
SEE TC1&W.
2W'±MAX •ihiORlf ARFJL
SEE NOTE 4
— aoaDaD
a
PCMS
7 4
ROBO- WATCH 4
FLAGGER STOPPED
(MAY AT TO AFAD) AHEAD TRAFFIC
24" 4 C Z
FIELD LOCATE 1 S MILE
570E i70F PRIOR TO AFAD OR PRIOR
• 30" acp 36" TO EXPECTED TRAFFIC
,e[9 Ji QUEUE PER STD SPEC
10.6A [B7VQ 0r R70-6L (BINS
4a� s>t" 4e• 4e•
y
W
O:U
a>
F p 4T" ia" 4{• 4C
wzo-7c wzo-7B wzar W2D1
N N N N
4'MIN .�
aF0
NOTES:
R10.6A (BIW)dp
pr
X
,,F
�(
1 THIS ENHANCED PLAN APPLICABLE HIGH VOLUME HIGHWAYS WITH 500+ VEMICLESMOUR
24"
_
X
IN ALL DIRECTIONS. WORR N AREA LENGTH ADJUSTS ACCORDINGLY.
1f 0e
31"
aR'
.Aa
4A"
NL�4lll
it
BEP
q-
. /
2 FLAGGERS' GOAL IS TO MAXIMIZE TRAFFIC CAPACITY BY MINIMIZING TRAFFIC GAPS A LOST TIME STRATEGIES:
(A) DON'T WAIT FOR APPROACHING TRAFFIC AFTER QUEUE RELEASED LET THEM WAIT FOR THE NEXT TURN.
CA0
[30
(I,iIOP
{`
3 MAY SHIFT LATERALLY. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OR
R10-6L B
CH
«
•1
sI
(MAY ATT
4 PEDESTRIAN S BICYCLIST ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY ALTERNATIVE STRATEGIES):
TO AFAD
wzo•1
W2
w20.79
MoPTA
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR ADJACENT PATH OPPOSITE THE WORK AREA;
¢
FLAGGER SUBSTITUTION
(6) COMBINE BIKES & VEHICULAR TRAFFIC, BIKES TO CLEAR PRIOR TO RELEASING ONCOMING TRAFFIC;
3
SIGN LOCATION -TEMPORARY MOUNT
UPDATE SIGNAGE S USE STOP/SLOW PADDLE W21-1301
Wr BIOS
(C) PROVIDE FREE SHUTTLE (WORK TRUCK, VAN, OR BUS MAY BE USED).
b
(CLASS "B'�
5
SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS:
I
ExISIING ExlsnlnG EX18'TifQG E7GSi1NG
1-07,8(1) HIGHAA IBILITY APPAREL
®
TRAFFIC CONE (SEE NOTE 3)
SHOULDER LANE LANE 8HDIILOER
1-10. 3(1)A AFAOS AND NIGHTTIME ILLUMINATION
I
WORK AREA 1p MIN LANE
1-103(2)ATRAFFIC CONTROL PROCEDURES
AUTOMATED FLAGGER ASSISTANCE DEVICE
TO ALT,TRAF
9-35124-INCH STOP/SLOW PADDLE SIZE
(SEE NOTES B & 9)
6
SEE NOTE 3.
SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED,
FLAGGING STATION (SEE NOTE B)
7
EACH AFAD OPERATED BY AFg0.TRAINEO FLAGGER WHO VISUALLY SEES BOTH AFAD AND APPROACHING
TRAFFIC (DIGITAL ALTERNATIVES OK), LEAVING AFAD UNATTENDED WHEN IN OPERATION IS PROHIBITED.
_.'
TRAVEL DIRECTION OF OPEN LANE
—
1, F� ��
B.
AFAD GATE ARM DESCENDS AFTER RED LENS DISPLAYED S SHALL REACH HALFWAY ACROSS THE
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN
SECTION A -A
CONTROLLED LANE AND ASCENDS TO UPRIGHT POSITION ON FLASHING YELLOW LENS DISPLAY
9,
EXISTING PAVEMENT MARKINGS MAY VARY,
7D}LI liii
TRANSPORTABLE ATTENUATOR (fL-3)
ALTERNATING 1 WAY TRAFFIC:
®
WORK AREA
AFAD-CONTROLLED (HIGH VOLUME 45+ MPH HIGHWAYS)
VOL
NOT TO SCALE
RAMS
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Washington State
Department of Transportation
$R 104
PARADISE BAY -SHINE ROAD & SR 19
SAFETY IMPROVEMENTS
^•• ••, V
TC15-W
■� rx llyy AM
:r n,n
FED,AID PROJ.NO.
DATE 111INMI
10 AS
PLO,. BY alo111111
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2115523
x
x
xx
1.
Z6127
' PNRLRNOR a-sQaa.
TRAFFIC CONTROL PLAN
RFOKIN4L 40M. S.ROARK
DATE
la
q
i4
x
X
�K Y
�F y
x
3G" MIN
36"MIN
36" MIN
^_ 336" MIN
24"
aMIX
AL 1
uwu
��
D RW
\�!1 J
AM1A0
3,-MIN
36'-MIN
36"MIN
35"M4N
W20-1
W20-4
W20-7A
OPTIONAL20-7B IF
SLa
40
MPH OR LESS
W21-1201
�I
SIGN
SEQUENCE
A
4WX48` dgns rcq and on 45t mph roadways
LEGEND
�.
SIGN LOCATION -TEMPORARY MOUNT
-97
(CLASS
O
TRAFFIC CONE (SEE NOTE X
i--r-
FLAGGING STATION (SEE NOTE M
TRAVEL O RECTtON OF OPEN LANE
® WORK AREA
AN
UNSIGNALIZED INTERSECTING ROADWAY DETAIL
SAME SIDE AS LANE CLOSURE (TWO OPEN LANES)
ALTERNATING 1-LANE, 2-WAY TRAFFIC:
AFAD-CONTROLLED (HIGH VOLUME 45+ MPH HIGHWAYS)
NOT TO SCALE
CIO PROJ.NO.
XL6127
UNSIGNALIZED INTERSECTING ROADWAY DETAIL
OPPOSITE OF LANE CLOSURE
NOTES:
to FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC1SW.
11. WORK MAY BRIEFLY OCCUR WITHIN LANE CLOSURE ACROSS INTERSECTING BUSINESS
ACCESSES AND DRIVEWAYS ONLY. MAY HOLD ACCESS TRAFFIC FOR LESS THAN
1 MINUTE WHILE RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES
DELINEATING APPROACH OR ACCESS MAY BE REMOVED OR RELOCATED AS NEEDED
12 SINGLE AFAD (WITH RED FLAG/RED GLOW CONE FLASHLIGHTS MAY BE ADDED TO THE
INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING S TURNING TRAFFIC
13 FLAGGERS MAY COLLABORATE TO RELEASE APPROACH/ACCESS AND MAINLINE TRAFFIC
TRAVELING IN THE SAME DIRECTION CONCURRENTLY
�J9wh► SR 104 ^M"'
PARADISE BAY -SHINE ROAD & SR 19 TC16
Washington State SAFETY IMPROVEMENTS
Department of Transportation x
TRAFFIC CONTROL PLAN xx•
CHANNPAZAT71ON 1XVICE
SCING feel
NeM
TAPER
rANGM
50/70
40
1 80
15H5
10
1 60
SIGN LOCATION -TEMPORARY MOUNT
'B7
(CLASS
O
TRAFFIC CONE
FLAGGING STATION
TRAVEL DIRECTION OF OPEN LANE
P I&
PORTASLE CHMOLABLE MESSAGE SIGH
=
PROTECTIVE VEHICLE
-I DATE
SEE SIGN
SEOUENCE r�
BELOW
J0^1well
TYPICAL ROUNDABOUT
FLAGGER CONTROLLED
NOT TO SCALE
FED,AID PROJ.NO.
10
R573
n...r. w�.27 1
NOTES:
1, SEE SPECIAL PROVISIONS :"PUBLIC CONVENIENCE AND SAFETY -
CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS
Z ADDITIONAL ROADWAY LIGHTING IS REQUIRED AT FLAGGING
STATIONS, SEE STD SPEC. 1-10.3(1)A
3 EXTEND TRAFFIC CONES TAPER ACROSS SHOULDER.
4, PROTECTIVE VEHICLE -MAY BE A WORK VEHICLE
5. ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE
SHOWN-
6- PEDESTRIAN ACCOMEDIATIONS (ENGINEER TO ACCEPT ANY
ALTERNATIVE STRATIGES):
(A)ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OF
ADJACENT PATH OPPOSITE THE WORK AREA
(B) PROVIDE FREE PED SHUTTLE (PILOT CAR, WORK VEHICLE,
VAN, OR BUS MAY BE USED),
(C)MAINTAIN MINIMUM 4'CLEAR SHOULDER
� SR 104 —., b
WAR PARADISE BAY -SHINE ROAD & SR 19 TC17-W
Washington State SAFETY IMPROVEMENTS
Department w�
tment of Transportation
a• TRAFFIC CONTROL PLAN.
STAGE 1 STAGE 2 STAGE 3
PCMS PCMS PCMS
1 2 1 2 1 2
HWY104 E FOLLOW HWY19 FOLLOW HWY104 E FOLLOV
ACCESS CNTR RD CLOSED CNTR RD ACCESS CNTR R
CLOSED DETOUR @ HVfYlN DETOUR CLOSED DETOUI
2.0 SEC 2.0 SEC 20 SEC 2.0 SEC 2.0 SEC 2.0 SE(
SR 19 -MP 10.17 (RT.) SR 19 -MP 10.17 (RT,) SR 19 -MP 10.17 IF
LEGEtVO
V
SIGN NOTE FLAG
SIGN LOCATION -TEMPORARY MOUNT
(CLASS 'B7
SIGN LOCATION -POST NQUW
i r4
TYPE 3 BARRICADE
�+—
TRAVEL DIRECTION OF OPEN LANE
PORTABLE CHANGEABLE MESSAGE SIGN
®
WORK AREA -CLOSURE
BY
O
O
O
0
48"
48"
4B"
41•'
48"
aL
+04 FJIST
DETQUR 48"
+w I
i7E pa 4B••
.. .,
Iw EA
40"
w
1114-9 MOD
M4-9R MOD
11114-9 MOD
M4-9L MOD
12" Shield (BAA4
12" Shield (B/W)
12" Shield (B/W)
12" Shield (B/W)
8C/6C Directlon
8C/6C Dlrecdon
BC16C Dlreclion
BC16C Direction
BD DETOUR
BD DETOUR
BD DETOUR
BD DETOUR
17.25"x3.7" Arrow
22 5"x3 7" Arm176
5" Arrow
22.5" x3 7" Arrow
SR 19 SB -
SR 19 SB -
CHIMACUM RD SB
SR 19 NB-
MP 9,3% (RT.)
MP 9145 (RT.)
1004 NORTH OF
100'S SOUTH OF
SR 19 (RT)
CHIMACUM RD (RT.)
CHIMACUM RD SB -
1500'1 NORTH OF
SR 19 (RT)
CENTER RD SB -
100'f NORTH OF
LARSON LAKE RD (RT,)
CENTER RD SB -
1o0Y NORTH OF
EGG AND I RD (RT.)
O
46"
46"
t^• EAST
19
60"
RETQUR
48"
DETOUR 461'
NENO48"
R0A0CLOSED+
pk MILES AMEAO 3W'
LOCAL rx1rFIC OxIY
II114-9 MOD
111114-9 MOD
M4-9 MOD
R11-3(BMW)
12" Shield (BAA)
12" Shield (BIW)
12" Shield (BIVV)
8C/6C Direction
BD DETOUR
BD END DETOUR
BD DETOUR
12"x5.5" Anow
17.25"0,7" Arrow
SR 19 NB -
SR 104 V4B -
CENTER RD NB -
SR 19 SB -
MP B79t (RT)
MP 889t (LT)
1003 SOUTH OF
MP 967t (RT)
SR 19 (RT)
XX = 9 MILES
CENTER RD NB -
100'1 SOUTH OF
SR 19 SB -
LARSON LAKE RD (RT,)
MP 470i (RT,)
XX = 5 MILE
CENTER RD NB -
100'i SOUTH OF
SR 19 SB -
EGG AND I RD (RT.)
MP 2672 (RT.)
XX = 3 MILES
CLOSURE OF SR 19 &
ACCESS TO SR 104 RESTRICTIONS
NOT TO SCALE
EDAM PrROi.ND.
XIL
6127
NOTES:
1. SEE STANDARD PLAN K-80,10 FOR CLASS A CONSTRUCTION
SIGNING INSTALLATION.
4 ALL SIGNS SHALL BE 48" X 48"SLACK ON ORANGE UNLESS
OTHERWISE SHOWN,
3. DETOUR ROUTES MAY BE USED SEPARATELY OR AT THE
SAME TIME.
SR 104
PARADISE BAY -SHINE ROAD & SR 19 DUI-W
Washington State SAFETY IMPROVEMENTS ..a,
Department of Transportation
DETOUR PLAN w•.
TEMPORARY ADHESIVE TRANSVERSE
RUMBLE STRIPS
SEE
NOTE 5
B STRIPS 0 4-SPACING
US 101 JCT
4 MILES
PCMS -I PCMS - 2
2 1 2
SIGNAL SLOW 0 HWY 19 N FOLLOW
1 MILE STOPPED ACCESS CNTR RO
AHEAD TRAFFIC CLOSED DETOUR
2.0 SEC 20 SEC 2.0 SEC 2.0 SEC
ral�fr
>L G24�501 n
49"
36"
24"
SPEED
LIMIT 301,
24'
60
'
112-1 (EllIW)
G20-2A
SR 104 0 300't
TEMPORARY
0 200.z STOP LINE
i llln �
��. 12 MILEt 09M 1600't F BOD't M 700'1 M 500't M 200't ® 350't
Vie„, SEE NOTE 6
4e" t E. 48" LIIpT 48"
M4-9 MOD 35
W20.901 W3.5 W23-7 12"6n1iE BM4 5.9" TEXT !I 9fE
(SEE NOTE 5) BD oc rn EiR 1B" MIN
1725'k37'A— LED DISPLAY
(Amber/Black) B
M4-9R MOD
12" ShIdd (BM4
BD DETOUR
22 5" x3 7' Arrow
49"
24"
Bxn ]6"
r
0ETD11 4a'.
48..
BE
9REPAREO
o star
CENTER & SR 104 R10-6R (B/W)
48"
INTERSECTION
4
W20.7B
INTERSECT I 100t
350',1 4 35
ILf/�C�/
TEMPORARY
STOP LINE
200't M
FG
24"
SPEED
60 30"
LEGEND
112-1 (BNV)
(RESTORE EXISTING
a
IWRC SAFETY DRUM
SPEED LIMIT)
0
SIGN LOCATK]N -POST MOUNT
*•F
PORTABLE SIGNAL (OVERHEAM
-
TEMPORARY STOP LINE
BOtl
TEMPORARY TRANSVERSE RUMBLE
STRIPS
RA134.R SPEED DISPLAY SIGN CAMS)
PORTABLE CHANGEABLE µESSWE
SKIN
SEE NOTE 6
36"
SPEED
'r&•• R2.1 LIMIT 48"
5-9" TEXT (Bnn 35
s8" 18" MIH
LED DISPLAY
W3.3 (Amber/Black) ^
350'2 200't
300't I• SR 104
PNONE NOMBEATO BE
SUPPLIED P LN PEG
G24-501
4a"
ran13DEEcr
wMM.En.
i-Enu 3fi"
ag
AOAO. YORI[ 24
40"
G20 2A
M4-9 MOD
12' Shieltl (BM4
)r 3WA 16 ]60: IB 10Bt
48" ■
x4-
..!!
p� +g• � 36•'
R10.6R 1BMI
M4.9L MOD
WI-3 VY20.76 ' Bald [Rw
OP OLIOVN
22.SY]'rArow
BD DETOUR (SEE NOTE 5)
1 7.25 x37" Arrow
197 48" 41!" 48" *-V
411"
4e:lvr' t
W23_7 W3-5 .0-101
i 500'1 700't 8
00',E 1600't
CLASS A SIGN LOCATION PLAN
SR 104 CONSTRUCTION
NOT TO SCALE
FED.AID PROJ.NO.
IQ, J41
� 12 MILES
SR 31R
11 MILES
NOTES:
1, SEE STANDARD PLAN K-80.10 FOR CLASS A CONSTRUCTION SIGNING
INSTALLATION.
2. IF SIGNS ARE INSTALLED PRIOR TO THE DETOUR BEING IN EFFECT.
THE SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF
TRAFFIC. AFTER THE DETOUR IS NO LONGER NEEDED THE SIGNS
SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC.
36 WHEN SIGNS W3-5 AND 112-1 ARE IN USE CONFLICTING SIGNS
SHALL BE COVERED PER STANDARD SPECIFICATION 1-10.3(3)A.
4. ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE SHOWN.
5. TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS, SEE DETAIL
THIS SHEET AND SPECIAL PROVISIONS: "TEMPOPRARY ADHESIVE
TRANSVERSE RUMBLE STRIPS".
6, RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. ENGINEER
MAY ORDER ADDITIONAL RSDS (WITH W23-6) AND W23-5 PRIOR
TO EACH WORK CREW WITHIN WORK AREA
A11111111011,
��SR 104 b
l// PARADISE BAY -SHINE ROAD & SR 19 DU2-W
Washington State SAFETY IMPROVEMENTS
Department of Transportation
DETOUR PLAN �.
TEMPORARY ADHESIVE TRANSVERSE
RUMBLE STRIPS
_L0
6", SEE
NOTE 5
B STRIPS Q 4-SPACING
PORT H S LOCkIRONDALE
9 MILES
CENTER RD
TEMPORARY
STOP LINE
NW I soo't h zso' 3000'1 h soo't h soD'x h 200': h 300'm h t 100't h
® a �.
48,
48" h
. ". i8' AMC8E 1J1 AST 24"
lop
AEV1510m PREPARiO UETOU ie" � +`Lo W.
AHEAD TO STOP r
49 45' itl M4-9 MOD iM� M4-9R MOD R10.6L la"
1�. 5•.e1e (R^ah 1z" SnialB is+N
W20•A0, ri>-3 YW20.78 4G6G G, yyZ3•T YYS-3 ecffic oYacaw.
SD'DETOUR (SEE NOTE 5J SD DETOUR
17.25'k3.7" Artaw 22 5'r3 ]" Artaw
M4-9 MOD
M4-9 MOD 12• Snlele (OW
12" Shl.W IBAM 5E ACCESS
BD DETOUR 7E CLOSED
1T•'a55"Arrow iE At 1p,
a2
14
4r 48" 49 4tl RE 48'
RINBLEi9 45•• iRAFFlC+B'.
R£FARET) RLYI519N
I3ETOU STRIPS access 41- TO STOP I,LD 36" ae" AHEAD
C 70�TP 48
104 RIO 6R (81W) W3-3 W23.7 W20.713 W3.3 W20.901
Jrr�� 0 (SEE NOTE 5)
[f..4 I 100'3 y 250't 500'1 0 300'x 4 200'x 4 5003 0 500't
TEMPORARY CENTER RD
STOP LINE
LE49MNO
W TRAFFIC SAFETY DRUM
PCMS
11
SIGN WCA;KNJ - POST MOUNT
1 2
FF
PORTABLE SIGNAL (OVERHEA)
SIGNAL SLOW O
1 MILE STOPPED
�
TEMPORARY STOP LINE
AHEAD TRAFFIC
TEMPORARY TRANSVERSE RUMBLE
1081
STRIPS
PORTABLE CHANGEABLE MESSAGE
SIGN
20 SEC 2.0 5EC
CLASS A SIGN
CENTER ROAD
LOCATION PLAN
CONSTRUCTION
NOT TO SCALE
. RAW
wdplNelp�illYLifit
f L
p�►
,�
PEb,AIb PROJ.NO.
,1t3�aJp=J
10
4.1W J,7 c�olam
RINED C 414135
eao.0 A. _A
a M ax r, l5A
�41
iJ.EN4%
R.FORD — -
XL6127
IKWAL AM &ROARK
1K.
0Y
3000'i 1Lo
OUILCENE
6 MILES
NOTES:
1, SEE STANDARD PLAN K-80.10 FOR CLASS A CONSTRUCTION SIGNING
INSTALLATION-
2- IF SIGNS ARE INSTALLED PRIOR TO THE DETOUR BEING IN EFFECT.
THESIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW
OF TRAFFIC. AFTER THE DETOUR IS NO LONGER NEEDED THE
SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF
TRAFFIC.
3. WHEN SIGNS W3-5 AND R2-1 ARE IN USE CONFLICTING SIGNS SHALL
BE COVERED PER STANDARD SPECIFICATION 1-10.3(3)A.
4. ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE
SHOWN
S TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS, SEE DETAIL
THIS SHEET AND SPECIAL PROVISIONS; "TEMPOPRARY
ADHESIVE TRANSVERSE RUMBLE STRIPS".
AWOL
�SR 104
-,/ PARADISE BAY -SHINE ROAD & SR 19 DU
finaton State I SAFETY IMPROVEMENTS �
l
SR 104 EASTBOUND
TEMP SIGNAL
CENTER RD NORTHBOUND
TEMP SIGNAL
DOE LINE _EXISTING I
:TY DRUM PAVEMENT)
MARKING
TRAFFIC SAFETY DRUM
CONSTRUCTION NOTES:
LJ INSTALL TEMPORARY STOP LINE WHITE PREFORMED TAPE.
,)INSTALL TEMPORARY DOUBLE CENTERLINE YELLOW PREFORMED TAPE FROM
TEMPORARY STOP LINE 300't BACK ALONG EXISTING CENTER LINE.
WAIT -TIME DISPLAY VMS
GREEN YELLOW RED
25 MPH (Blank) WAIT
ZONE Nq:##
pp:i1N a MINUTES:SECONDS UNTIL GREEN
LOCATE VMS ON TEMP SIGNAL MAST ARM,
LEGEND
M
SIGN LOCATION CLASS A -POST MOUNT
F�
PORTABLE SIGNAL (OWRHEADT
■a-
PORTABLE SIGNAL (GROUND MOUNTED)
17771
TEMPORARY SIGNAL LANDING
TEMPORARY STOP LINE
V4
CONSTRUCTION NOTE FLAG
6
TRAFFIC SAFETY DRUM
—,�
TRAVEL DIRECTION OF OPEN LANE
,.-..
EXISTING TIMBER POLE WITH LUMINAIRE
NCIIJ I— IUPpRIASLETEMPORARYTRAFFI(:Sr�
IAPPRRXWATE OUANrRIE '
RPtil.^ OIFN711I1--I im
TFtINM FAR I PD LT
Afa[�cltf c T _ c.v.
❑uwl IIOHRrjmwL h4A.
%� T •.
/ !.• ?,1"
TEMPORARY SIGNAL .% J/ _ 7
LANDING MATH 12" DIAM 48'
DRAIN PIPE �•/ �
48"
48��
I �• Rt DAL. JEIPM
+r ;•/ III• 48 �
W3_3
�rr••
M4-9L MOD
IT Shlda MW
BC16C SD DETOUR DbJlan
�''
22.5N3 T'Arrow
upP
uG 76"
$
11
SEE SIGN
R10.6L (BIW)
f'
�. =row_
_, -t- _ r-r--=-_�_ _�- =r
.i-T� �T_ �r_•AT=-•;�
B'MIN JJ
107SHOULOER 11S'SNIFT ,
TAPER ,•'��J� f f
100' fl,/f
SHOULDER ,
S 0 EN
CIEwk
TAPER
SHEET DU2-W
MATCH EXISTINGIN T5NIPORARY BLACK TAPE
OVER EXISTING EDGE LINE N /f
BEGIN TEMPORARY WHITE EDGE LINE .L}
END TEMPORARY t3LACK TAPE LINE
OWR EXIISTIN09r`
END TEMPORARY WHITE EDGE LINE
MATCH EXISTING
DETOUR CLASS A SIGNS &
TEMPORARY SIGNALS
SR 104 & CENTER RD
NOT TO SCALE
48"
M4-9L MOD y �/
12'. Shl I4 (BMq
BD DETOUR v /� %•
22.5N1T' Ar
1.,
r
BEGIN TEMPORARY BLACK TAPE
JrBEGIN TEMPORARY DBLYELLOW
I? S
-'
CENTERLINE TAPER
EN ❑ TEMPORARY SLACK TAPE L
r I QER EKISTING EDGE LINE
END TEMPORARY DBL YELLOW
ENTERLINE TAPER
-------------
SR�104 f
NOTES:
1: SEE STANDARD PLAN K-01110 FOR CLASS A CONSTRUCTION
SIGNING INSTALLATION
2, FOR ADDITIONAL SIGNING ON SR 104 SEE DU2-W.
3. FOR ADDITIONAL SIGNING ON CENTER RD SEE DU3-W.
4. AT LEAST 3 TRAFFIC SAFETY DRUMS SHALL BE INSTALLED IN
A TAPER AHEAD OF THE TEMPORARY TRAFFIC SIGNAL
5. ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE SHOWN.
ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS
OTHERWISE SHOWN
6. SEE SPECIAL PROVISIONS: "PORTABLE TEMPORARY TRAFFIC
CONTROL SIGNAL" FOR TEMPORARY SIGNAL LANDING
7 WHEN THE TEMPORARY SIGNALS ARE IN OPERATION THE TWO
"STOP" AND "STOP AHEAD" SIGNS ON THE LOOP RAMP SHALL
BE COVERED. SEE STANDARD SPECIFICATIONS 1-10.3(3)A AND
B-21.3(3).
TIMa w-Akw Ml
tln nA
Tn md 1
"�
^'�
FEMAID PROJ.NO.
,�
y
�
��
SR 104
n.x ner r�o
D0Y naa
PARADISE BAY -SHINE ROAD & SR 19
OU4-W
II EwvrKIF
Washington State
Department Transportation
SAFETY IMPROVEMENTS
RY &OCIIIANY
c1+g0n1o_8Mum
&FOD
of
WPGU.[NM
RtUMAL.AOIL S.RgAsm
FIF41"ON
GATE
er
Xe427
,.E,,,,,,�.
,.,,,r„. `."
DETOUR PLAN
2
Lane, ramp, shoulder, and roadway closures are subject to the following restrictions:
3
4
Hours are shown in 24-hour format.
5
6
State Route 104 between MP 8.61 to MP 9.05
7
Alternating One -Lane, Two -Way Traffic or Intersection — Flagger Controlled
8
Operation
9
Mon 21:00 to Tues 06:00
10
Tues 21:00 to Wed 06:00
11
Wed 21:00 to Thurs 06:00
12
Thurs 21:00 to Fri 06:00
13
Fri 21:00 to Sat 06:00
14
15
State Route 104 between MP 13.61 to MP 13.87
16
Alternating One -Lane, Two -Way Traffic or Intersection — Flagger Controlled
17
Operation
18
Mon 21:00 to Tues 06:00
19
Tues 21:00 to Wed 06:00
20
Wed 21:00 to Thurs 06:00
21
Thurs 21:00 to Fri 06:00
22
Fri 21:00 to Sat 06:00
23
24
State Route 19
25
Full Closure of SR 19 with Detour onto Center Rd
26
27
The Contractor will be permitted one full closure of SR 19 at SR 104 for 21
28
consecutive calendar days during Stage 2 construction. Work for the full
29
roadway closure shall be considered complete and the road ready to open to
30
traffic when all segments shaded in Stage 2 of the staging plans are complete,
31
all paving and temporary pavement markings are complete, all Contractor
32
equipment and personnel are cleared from the roadway clear zone, and all
33
signs, barricades, and PCMS's pertaining to the roadway closure and detour
34
have been covered, removed, or turned off, or as determined by the Engineer.
35
The roadway shall not be opened to traffic before the final lift of HMA is placed
36
and traffic flow will not be allowed until all highway safety elements are in place.
37
38
The full roadway closure shall begin on or after May 1st, 2024, and be complete
39
on or before June 15th, 2024, unless otherwise approved by the Engineer.
40
41
The Contractor shall select the specific closure dates within this period and notify
42
the Engineer in writing of the schedule dates a minimum of 10 calendar days
43
prior to the planned start of the closure. Only extreme weather events or
44
extenuating circumstances, as determined by the Engineer, will be considered
45
allowable reasons to change the planned start date after notification has been
46
given. The Engineer may deny approval of the Contractor's selected start date
47
if the required and advanced notification is not received. The dates of the one-
48
time full roadway closure shall be displayed on PCMS boards and Class A signs
49
at the project site for 7 days in advance of the closure, as shown in the Plans.
50
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
The total duration of the closure shall not exceed 21 days. The measurement of
the total closure period will begin at 00:00 on the planned closure start date, or
as approved by the Engineer.
Partial Closure of SR19 with Detour onto Center Rd
The contractor will be permitted partial closure of SR 19 at SR 104 for the
duration of Stage 1 and Stage 3 construction to allow northbound turning
movements from SR 104 to SR 19 and eastbound turning movements from SR
19toSR104.
The Stage 1 and Stage 3 partial detours shall occur between the dates of April
1 and July 30, 2024.
Traffic will be detoured onto Center Rd as shown on the Plans.
State Route 104 Short Term Traffic Holds
Short Term Traffic Holds for construction vehicle ingress and egress may be
performed at any time through normal legal movements diverging and merging
with public traffic. Traffic holds for truck ingress and egress shall be limited to 1
minute or less.
Short term traffic hold for activities beyond construction vehicle ingress and
egress shall be limited to 23:00 to 5:00, maximum 5 minute duration. Traffic
holds shall be coordinated with the Hood Canal Bridge closures to minimize
traffic impacts.
Release traffic in all directions until queues dissipate before commencing
another traffic hold. Where bicyclists and motorists need to share a lane
following the end of traffic holds, release motorists first allowing queues to clear
and then allow bicyclists to proceed.
If the Engineer determines the permitted closure hours adversely affect traffic,
the Engineer may adjust the hours accordingly. The Engineer will notify the
Contractor in writing of any change in the closure hours. Exceptions to these
restrictions are listed below and when applicable take precedence over closures
listed above. The Engineer may also consider on a case -by -case basis
additional exceptions following a written request by the Contractor.
Lane, ramp, shoulder, and roadway closures are not allowed on any of the following.
A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or
Monday are considered a holiday weekend. A holiday weekend includes
Saturday, Sunday, and the holiday.
3. After 12:00 on the day prior to a holiday or holiday weekend, and
4. Before 12:00 on the day after the holiday or holiday weekend.
1 5. The two-hour period prior to and the two-hour period after the following
2 special events:
3
4 Discovery Marathon June 1 — 2, 2024
5 Lavendar Festival July 19 — July 21, 2024
6 Wooden Boat Festival September 6 — September 8, 2024
7
8
9 It shall be the Contractor's responsibility to obtain the dates and times of all
10 events. The 21 consecutive calendar day closures for SR 19 are not subject
11 to the holiday closure requirements.
12
13 Traffic Delays
14 When Automated Flagger Assistance Devices (AFADs) or flaggers are used to
15 control traffic, traffic shall not be stopped for more than 15 minutes at any time. All
16 traffic congestion shall be allowed to clear before traffic is delayed again.
17
18 If the delay becomes greater than 15 minutes, the Contractor shall immediately begin
19 to take action to cease the operations that are causing the delays. If the 15 minute
20 delay limit has been exceeded, as determined by the Engineer, the Contractor shall
21 provide to the Engineer, a written proposal to revise his work operations to meet the
22 15 minute limit. This proposal shall be accepted by the Engineer prior to resuming
23 any work requiring traffic control.
24
25 There shall be no delay to medical, fire, or other emergency vehicles. The Contractor
26 shall alert all flaggers and personnel of this requirement.
27
28 General Restrictions
29 Construction vehicles using a closed traffic lane shall travel only in the normal
30 direction of traffic flow unless expressly allowed in an accepted traffic control plan.
31 Construction vehicles shall be equipped with flashing or rotating amber lights.
32
33 No two consecutive on -ramps, off -ramps, or intersections shall be closed at the same
34 time and only one ramp at an interchange shall be closed, unless specifically shown
35 in the Plans.
36
37 Roads or ramps that are designated as part of a detour shall not be closed or
38 restricted during the implementation of that detour, unless specifically shown in the
39 Plans.
40
41 Note: "controlled access" paragraph is deleted.
42
43 Advance Notification
44 The Contractor shall notify the Engineer in writing of any traffic impacts related to
45 lane closure, shoulder closure, sidewalk closure, or any combination for the week by
46 12:00 p.m. (noon) Wednesday the week prior to the stated impacts.
47
48 The Contractor shall notify the Engineer in writing ten working days in advance of
49 any traffic impacts related to full roadway closure, ramp closure, or both.
50 The Contractor shall notify the Engineer in writing of any changes to the stated traffic
51 impacts a minimum of 48 hours prior to the traffic impacts.
Video log by:
Date of video log:
Inspected by:
Date of inspection:
General Comments:
Specific Comments:
HR3 0192
Exhibit B
Record of Condition Prior to Detour Usage
of WSDOT
of WSDOT
of Jefferson County
Road/Street Milepost/Location Comments
Page 1 of 2 HR3 0192
Road/Street Milepost/Location Comments
Page 2 of 2 HR3 0192