HomeMy WebLinkAboutBay Street Demo - PlansBAY STREET OVERWATER STRUCTURE DEMOLITION
CITY OF PORT ORCHARD, WASHINGTON
SEC. 25, T. 24, R. 01E, W.M.
July 2025
PUBLIC WORKS PROJECT NO. PW2025-019
BID DOCUMENT
PROJECT
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VICINITY MAP
NOT TO SCALE
RECOMMENDED BY:
K. CHRIS HAMMER, PE, PMP
CITY ENGINEER
WASHINGTON P.E. # 33744
INDEX TO DRAWINGS
SHT. NO.
DWG. NO.
SHEET TITLE
01
02 - 03
COVER SHEET
HORIZONTAL CONTROL PLAN
04 - 06
07 - 10
DEMOLITION & TEMPORARY EROSION CONTROL PLANS
DEMOLITION & TEMPORARY EROSION CONTROL DETAILS
SKILLINGS, INC.
5016 LACEY BLVD. SE
LACEY, WA 98503
(360)491-3399
IAN LEE, P.E.
PROJECT MANAGER
PATRICK SKILLINGS, PMP
CITY OF PORT ORCHARD MAYOR
ROB PUTAANSUU
CITY OF PORT ORCHARD
COUNCIL MEMBERS
MARK TRENARY
JAY ROSAPEPE
SCOTT DIENER
ERIC WORDEN
HEIDI FENTON
FRED CHANG, MAYOR PRO-TEM
JOHN MORRISSEY
PUBLIC WORKS DIRECTOR
DENIS RYAN
CITY ENGINEER
K. CHRIS HAMMER, PE, PMP
DATE REVISIONS JOB NUMBER
DESIGNED BY:K. LANE 7/10/25 NO. DATE DESCRIPTION N a 22001
Uc BAY STREET OVERWATER
ENTERED BY: I. LEE,
P.E. 7/10/25 wa Tr, SKI
� BID SET
CHECKED R.:I. LEE, P.E. 7 10 25 ORCHARD STRUCTURE DEMOLITION
PROJ. ENGR.:I. LEE, P.E. 7/10/25 � SHEET
Plotted By. Kazuma Lane on 7/10/25 12:31 PM R orr ERti9/�� - —� ,�'— 01
Saved By Klone on 7/1o/zs 11as AM �SSzoxnLEN��� 5016 Lacey Boulevard SE, Lacey, Washington 98503 COVER SHEET OF
(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 1A/q 10
G Project 2022 22001 Port Orchard BaySi CAD SHEETS WATERFRONT—MITCHELL POINT 22001_PL_DM_EXH_CV.dw 07,111/2025 SHEETS
zx"
,
I
I 'I
I' I
/-/ -;z / /\
I.
! / %
rqX- I I,
,
313+00
I rll�
315+pp _ L2~- BAY STREET /
Q20341418.92162.36 318+00 319+00 320+00
371 316+OC23-
E:558392.0002 317+00 L26 \
- - - - - _
I\
PT. 314+81.75 - �
N:204607.7383
E: 558503.3186 PT: 316+65.66
BAY TREET N:204755.0631
:2PC: 3172.4131 E:558613.2486
N: 204672.4138 w o
E:558554.3090
PC: 320+43.14 ui
W 'CON
PT. 322+00.59
N: 205083.2344
E:558799.7804-N: 205120.5718
v o
-I--L- IZ�o -- M IE:558936.4574
L - _ _ __ ------ - ---- ----- - - PERRY AVENUE - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
I
PERRY AVENUE
323+0b I X I /
/ I /
/ I
PLAN VIEW - BAY STREET
Y STA: 312+15 - STA 323+80
LINE TABLE: ALIGNMENTS
LINE #
LENGTH
DIRECTION
START POINT
END POINT
ALIGNMENT
BEGIN STATION
END STATION
L25
82.36
N38' 15' 09"E
N:204607.74,E:558503.32
N:204672.4138, E:558554.3090
Y
314+81.75
315+64.11
L26
377.48
1 N29' 36' 50"E
IN: 204755.O6,E:558613.25
N:205083.2344, E:558799.7804
Y
316+65.66
320+43.14
HORIZONTAL CONTROL LEGEND:
CONSTRUCTION CENTERLINE
---------- RIGHT OF WAY LINE
e9 SURVEY CONTROL POINT
40 20 0 40 80
SCALE IN FEET
SURVEY CONTROL POINTS:
BENCH MARK
MAG NAIL SET IN PAVEMENT
ELEVATION = 10.17
N: 204695.40
E: 558554.36
BENCH MARK
CONCRETE MONUMENT
Q"NOS
MITCHELL 5 RM 2"
EL = 12.08
N: 205120.57
E: 558936.45
CURVE TABLE: ALIGNMENTS
CURVE #
RADIUS
LENGTH
DELTA
START POINT
END POINT
ALIGNMENT
BEGIN STATION
END STATION
C22
1438.26
219.39
8.74
N:204418.94, E:558392.00
N:204607.74, E:558503.32
Y
312+62.36
314+81.75
C23
1100.22
101.55
5.29
N:204672.41, E:558554.31
N:204755.06, E:558613.25
Y
315+64.11
316+65.66
C26
100.00
157.45
90.21
N:205083.23, E:558799.78
N:205120.57, E:558936.46
Y
320+43.14
322+00.59
DATE I REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 NO. DATE DESCRIPTION WA NG PORT ORCHARD -BAY STREET 22001
ENTERED BY: LANE 7/10/25 off, � � � Q j BID SET
CHECKED : 1. I. LEE, P.E. 7/10/25 ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.R.: I. LEE, P.E. 7/10/25 � SHEET
Plotted By Kazuma Lane on 7/10/25 12:32 PM e cry eRti°� 02
Saved By Hare on 7/1o/z5 n:n7 AM �sS,oxnLEN 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF
(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA HORIZONTAL CONTROL PLAN 10
G: Project 2022 22001 Port Orchard BaySt CAD SHEETS WATERFRONT-MITCHELL POINT 22001-PL_DM_EXH-HZ.dw 07/11/2025 SHEETS
i1
i
1
I 1
1
i 1
1 /
1 /
7 7 i x
i
�-
-PT: 322+00.59----
N:205120.5718 _ _ _ PT: 330+13.84
E:558936.4574 - - - - - - - - - - - - 1.�2 - - N:55 663. 896
910
E:559663.6910
324+00 C27 C28 328+00
322+00 323+00 L29 325 0FN2
L30 3 6+p L31 32 00 C29 L32 C301-
�y' " PC: 325+12.02 25+93.96 - - -
PT: 327+68.81 _ -
N:204965.6684 926.0913 PC: 327+00.46 - PC: 329+57.36
o E:559206.6309 278.3815 N:204872.1094N:204839.3981 N:204790.0946
E: 559370.1803 E: 559430.1085E: 559607.7954
5+20.75 PT: 326+09.29 PC: 328+54.20:961.3915 N: 204918.4964 N: 204801.0386
E: 559214.2438 E: 559291.6937 E: 559506.4731 PT: .97
I N: 204789.3789.3749
E: 5595 i 9.4035
PLAN VIEW - BAY STREET
Y STA: 321+00 - 331+50
LINE TABLE: ALIGNMENTS
LINE #
LENGTH
DIRECTION
START POINT
END POINT
ALIGNMENT
BEGIN STATION
END STATION
L29
311.43
S60' 10' 20"E
N:205120.57,E:558936.46
N:204965.6684, E:559206.6309
Y
322+00.59
325+12.02
L30
73.21
S61' 10' 21"E
N:204961.39,E:559214.24
N:204926.0913, E:559278.3815
Y
325+20.75
325+93.96
L31
91.17
S59' 24' 58"E
N:204918.50,E:559291.69
N:204872.1094, E:559370.1803
Y
326+09.29
327+00.46
L32
85.46
S63' 19' 43"E
N:204839.40,E:559430.11
N:204801.0386, E:559506.4731
Y
327+68.75
328+54.20
HORIZONTAL CONTROL LEGEND:
CONSTRUCTION CENTERLINE
RIGHT-OF-WAY LINE
SURVEY CONTROL POINT
40 20 0 40 80
SCALE IN FEET
Ya:�•� a-�K•� � n:z•� � 1•m � r,�
BENCH MARK
CONCRETE MONUMENT
�2 "NOS MITCHELL 5 RM 2"
EL = 12.08
N: 205120.57
E: 558936.45
CURVE TABLE: ALIGNMENTS
CURVE #
RADIUS
LENGTH
DELTA
START POINT
END POINT
ALIGNMENT
BEGIN STATION
END STATION
C27
500.00
8.73
1.00
N:204965.67, E:559206.63
N:204961.39, E:559214.24
Y
325+12.02
325+20.75
C28
500.00
15.33
1.76
N:204926.09, E:559278.38
N:204918.50, E:559291.69
Y
325+93.96
326+09.29
C29
1000.00
68.29
3.91
N:204872.11, E:559370.18
N:204839.40, E:559430.11
Y
327+00.46
327+68.75
C30
110.26
54.76
28.46
N:204801.04, E:559506.47
N:204789.37, E:559559.40
Y
328+54.20
329+08.97
DATE I REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 NO. DATE DESCRIPTION WA NG PORT ORCHARD - BAY STREET 22001
ENTERED BY: LANE 7/10/25 off, � � � Q j BID SET
CHECKED R.K.
1. I. LEE, P.E. 7/10/25 mumORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7/10/25 SHEET
Plotted By Kazuma Lane on 7/10/25 12:32 PM e cry eRti°� 03
Sul By Klane on 7/1o/z5 n:n7 AM �sS,oxnLENC' 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF
(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA HORIZONTAL CONTROL PLAN 10
G: Project 2022 22001 Port Orchard BaySt CAD SHEETS WATERFRONT-MITCHELL POINT 22001-PL-DM-EXH-HZ.dw 07/11/2025 SHEETS
DEMOLITION KEYNOTES:
0 EXISTING HMA SURFACE.
O2 EXISTING SUBGRADE.
O EXISTING OVER -WATER STRUCTURE.
0 EXISTING UNSUITABLE SOIL. EXISTING
BROKEN UP CONCRETE MAY BE USED
AS SUBGRADE NEAR SHORELINE.
O5 CONCRETE BARRIER TYPE 2 (PRECAST).
O6 EXISTING GRAVEL SHOULDER.
O7 EXISTING PILES.
DATE
Plotted By Kazuma Lane on 7/10/25 12:32 PM
Saved By Klan, on 7/10/25 11:51 AM
0: Project 2022 22001 Port Orchard Ba St CA
r%l A k1 \/IC\AI
1693 BAY STREET & 1699 BAY STREET
APPROX. 40'
f9 1 f3 1 2 1 2 1 APPROX. 11' APPROX. 11' 1
--------------------------------------- T----------------------------------------------------------
-----------------------
IIIIIl
TYPICAL ROADWAY SECTION
1693 BAY STREET & 1699 BAY STREET
REVISIONS
ATE DESCRIPTION a N� SKI L L I mas
1 93
�Sroxn ENC� 5016
3L_DM_EXH_01.dw 07/11/2025 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 Fax (360) 491-3857
0.75'
10 5 0 10 20
SCALE IN FEET
DEMOLITION KEYNOTES:
DEMOLITION LEGEND:
-SAW- SAWCUT LINE
— x — HIGH VISIBILITY FENCE
EX. BEACH ARMORING LIMITS
CONSTRUCTION CENTERLINE
ROW LINE
—OHW ORDINARY HIGH WATERMARK (OHW)
I \ \ \ \ \ EX. BUILDING LIMITS
TURBIDITY / DEBRIS CURTAIN
® CONCRETE BARRIER TYPE 2
0 CONCRETE BARRIER TYPE 2 TERMINAL
OTURBIDITY / DEBRIS CURTAIN LIMITS. CURTAIN MUST BE INSTALLED A MINIMUM OF
10' BEYOND EXISTING BUILDING LIMITS.
DEMOLISH EXISTING OVERWATER STRUCTURE 1693 BAY STREET (APPROX. 1,400
OS.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING. WORK AREA INCLUDES
ASPHALT DRIVEWAY TO EDGE OF SAWCUT LINE, WORK AREA DOES NOT INCLUDE
PILE REMOVAL.
DEMOLISH EXISTING OVERWATER STRUCTURE 1699 BAY STREET (APPROX. 1,930
s0 S.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING/PATIO AREA, WORK AREA
DOES NOT INCLUDE PILE REMOVAL.
OIF EX. UTILITY SERVICES LINES (SANITARY & WATER) ARE NOT CAPPED &
ABANDONED. CONTACT CITY OF PORT ORCHARD PUBLIC WORKS.
5O REMOVE EXISTING MAILBOX AND POST.
sO BEGIN / END REMOVING BITUMINOUS PAVEMENT.
TEMPORARY EROSION CONTROL KEYNOTES:
O HIGH VISIBILITY FENCE. SEE DETAIL ON SHEET 07.
ROADWAY KEYNOTES:
CONCRETE BARRIER TYPE 2 (PRECAST) SEE DETAIL ON SHEET 08 & 09.
0 USE TWO ANCHORING PINS PER BARRIER.
PIN MUST BE 1" DIAM. BY 30" LENGTH.
O2 CONCRETE BARRIER TYPE 2 (PRECAST) TERMINAL. SEE DETAIL ON SHEET 08.
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS 3 DAYS PRIOR TO THE
START OF CONSTRUCTION, AND AGAIN AT THE START OF CONSTRUCTION. NAMES AND
ADDRESSES WILL BE FURNISHED BY THE OWNER.
2. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL COMPLY WITH RCW
58.09.130 AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED.
3. PROTECT ALL EXISTING BEACH ARMORING.
4. ALL ITEMS TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED ON PLANS.
5. OVERWATER STRUCTURES TO BE REMOVED, BUT PILES MUST BE PROTECTED.
6. TYPE 2 D.O.T. TURBIDITY CURTAIN TO BE CONSTRUCTED UNDERNEATH BUILDINGS DURING
DEMOLITION. THE TURBIDITY CURTAIN FUNCTIONS DURING LOW AND HIGH TIDES.
7. FLOATING DEBRIS GENERATED FROM DEMOLITION INSIDE THE TURBIDITY / DEBRIS
CURTAIN PERIMETER SHALL BE REMOVED AT THE END OF EACH WORKING DAY.
FLOATING DEBRIS GENERATED FROM DEMOLITION OUTSIDE THE TURBIDITY / DEBRIS
CURTAIN PERIMETER SHALL BE REMOVED AND SECURED IMMEDIATELY.
JOB NUMBER
PORT ORCHARD - BAY STREET 22001
BID SET
ORCHARD OVERWATER STRUCTURE DEMOLITION
SHEET
DEMOLITION & TEMPORARY EROSION of
PORT ORCHARD WA CONTROL PLAN SHEETS E
319+00 / 319+5Ow4
SS ss -
ss - —
sS
ss���_ -
DEMOLITION KEYNOTES:
O EXISTING HMA SURFACE.
O2 EXISTING SUBGRADE.
O EXISTING OVER -WATER STRUCTURE.
O4 EXISTING UNSUITABLE SOIL. EXISTING
BROKEN UP CONCRETE MAY BE USED
AS SUBGRADE NEAR SHORELINE.
O5 CONCRETE BARRIER TYPE 2 (PRECAST).
O6 EXISTING GRAVEL SHOULDER.
O7 EXISTING PILES.
OS EXISTING CONCRETE SEAWALL
SINCLAIR INLET
_ 320+00 Y LINE
PLAN VIEW RAY STREET
1763 BAY STREET & 1777 BAY STREET
Y LINE
STA: 318�+85 ti 319+85 I 7
2'12'1 11
VARIES 4'-7' 1 2' 1 2'
__T -----------------------
1777 BAY STREET' �J
N STA: 319+85E 320+72 /
�rIT111111 '1111,1I
TYPICAL ROADWAY SECTION
1763 BAY STREET & 1777 BAY STREET
----------
10'
am
2
1
l�
3.65'
10 5 0 10 20
SCALE IN FEET
DEMOLITION KEYNOTES:
LEGEND:
snw SAWCUT LINE
— x — HIGH VISIBILITY FENCE
- - - - - - - EX. BEACH ARMORING LIMITS
CONSTRUCTION CENTERLINE
ROW LINE
—OHW — ORDINARY HIGH WATERMARK (OHW)
EX. BUILDING LIMITS
----------- TURBIDITY / DEBRIS CURTAIN
® CONCRETE BARRIER TYPE 2
CONCRETE BARRIER TYPE 2 TERMINAL
OTURBIDITY / DEBRIS CURTAIN LIMITS. CURTAIN MUST BE INSTALLED A MINIMUM OF
1 10' BEYOND EXISTING BUILDING LIMITS.
DEMOLISH EXISTING OVERWATER STRUCTURE 1693 BAY STREET (APPROX. 1,400
OS.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING. WORK AREA INCLUDES
ASPHALT DRIVEWAY TO EDGE OF SAWCUT LINE, WORK AREA DOES NOT INCLUDE
PILE REMOVAL.
DEMOLISH EXISTING OVERWATER STRUCTURE 1699 BAY STREET (APPROX. 1,930
O S.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING/PATIO AREA, WORK AREA
DOES NOT INCLUDE PILE REMOVAL.
OIF EX. UTILITY SERVICES LINES (SANITARY & WATER) ARE NOT CAPPED &
ABANDONED. CONTACT CITY OF PORT ORCHARD PUBLIC WORKS.
O REMOVE EXISTING MAILBOX AND POST.
O BEGIN / END REMOVING BITUMINOUS PAVEMENT.
TEMPORARY EROSION CONTROL KEYNOTES:
Oi HIGH VISIBILITY FENCE. SEE DETAIL ON SHEET 07.
ROADWAY KEYNOTES:
CONCRETE BARRIER TYPE 2 (PRECAST). SEE DETAIL ON SHEET 08 & 09.
O USE TWO ANCHORING PINS PER BARRIER.
PIN MUST BE 1" DIAM. BY 30" LENGTH.
O2 CONCRETE BARRIER TYPE 2 (PRECAST) TERMINAL. SEE DETAIL ON SHEET 08.
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS 3 DAYS PRIOR TO THE
START OF CONSTRUCTION, AND AGAIN AT THE START OF CONSTRUCTION. NAMES AND
ADDRESSES WILL BE FURNISHED BY THE OWNER.
2. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL COMPLY WITH RCW
58.09.130 AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED.
3. PROTECT ALL EXISTING BEACH ARMORING.
4. ALL ITEMS TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED ON PLANS.
5. OVERWATER STRUCTURES TO BE REMOVED, BUT PILES MUST BE PROTECTED.
6. TYPE 2 D.O.T. TURBIDITY CURTAIN TO BE CONSTRUCTED UNDERNEATH BUILDINGS DURING
DEMOLITION. THE TURBIDITY CURTAIN FUNCTIONS DURING LOW AND HIGH TIDES.
7. FLOATING DEBRIS GENERATED FROM DEMOLITION INSIDE THE TURBIDITY / DEBRIS
CURTAIN PERIMETER SHALL BE REMOVED AND SECRUED AT END OF EACH WORKING
DAY. FLOATING DEBRIS FROM DEMOLITION OUTSIDE THE TURBIDITY / DEBRIS CURTAIN
PERIMETER SHALL BE REMOVED AND SECURED IMMEDIATELY.
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 NO. DATE DESCRIPTION oN: a NG PORT ORCHARD -BAY STREET 22001
ENTERED BY: 1. LEE,
P.E.T 7/10/25 � � Q j BID SET
CHECKED R.: I. LEE, P.7/10/25 ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7 10 25 � SHEET
Plotted By Kazuma Lane on 7/10/25 12:33 PM e cry eRti°� 05
Saved By Klane on 7/to/z5 na1 AM a �SS�oxnLEN5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION OF
(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA CONTROL PLAN 1
G: Pro'ect 2022 22001 Port Orchard BaySt CAD SHEETS WATERFRONT—MITCHELL POINT 220013L_DM_EXH_02�LT_1.dw 07/11/2025 SHEETS
OH —
_SS_
SS
FM
_326+00
w
LT
I
I
I
OH _ off
— I—
10'
EX. DECK
T
i
I
I
I
i
I
i
i
i
1
22.47' LT_
Y
EI
° D ,CEMENT CONC. ° n
D DECK
D a pp5' D @• d 1.
IV/
SS SS SS SS SSSS Ss Ss
10.45' EX. TRAVEL LANE
FM I— FM FM FM FM FM 11 "TRAVEL LANE FM
ems, i _,�326+50 1
W W W W
W w—
w—
W—
�� c
TYPICAL SECTION KEYNOTES:
c G c EX. ROW
O1 EXISTING HMA SURFACE.
O2 EXISTING CONCRETE SEAWALL.
O PRESERVE & PROTECT EXISTING WOOD PILES.
0 PRESERVE & PROTECT EXISTING CONCRETE DECK AND WOOD
STRUCTURE.
OREMOVE ALL EXISTING WOOD STRUCTURES, CONCRETE DECK, AND
BUILDING.
Qs CONCRETE BARRIER TYPE 2 (PRECAST).
—SS SS —
FM TRAVEL
—327+00
w W
PLAN VIEW
1883 BAY STREET
-A E-11.03'� FM FM
N 3 —
w
G
I
ROADWAY TYPICAL SECTION
1883 BAY STREET
10'
L'
90, 15.11' L
OH
o
OH
0 0
FM FM FM tI F
Y LINE FM 32Fs+oo
327+50 _
+— BAY STREET
I -
0 0
EX. ROW
0.5'
10 5 0 10 20
SCALE IN FEET
DEMOLITION KEYNOTES:
SAW SAWCUT LINE
EX. BEACH ARMORING LIMITS
— CONSTRUCTION CENTERLINE
— — — — ROW LINE
OHW ORDINARY HIGH WATERMARK (OHW)
\ \ EX. BUILDING LIMITS
----------- TURBIDITY / DEBRIS CURTAIN
^ GUARDRAIL
® CONCRETE BARRIER TYPE 2
CONCRETE BARRIER TYPE 2 TERMINAL
OTURBIDITY / DEBRIS CURTAIN LIMITS. CURTAIN MUST BE INSTALLED A MINIMUM OF
1 10' BEYOND EXISTING BUILDING LIMITS.
DEMOLISH EXISTING OVERWATER STRUCTURE 1693 BAY STREET (APPROX. 1,400
OS.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING. WORK AREA INCLUDES
ASPHALT DRIVEWAY TO EDGE OF SAWCUT LINE, WORK AREA DOES NOT INCLUDE
PILE REMOVAL.
DEMOLISH EXISTING OVERWATER STRUCTURE 1699 BAY STREET (APPROX. 1,930
30 S.F.). REMOVE ALL EXISTING STRUCTURES AND DECKING/PATIO AREA, WORK AREA
DOES NOT INCLUDE PILE REMOVAL.
OIF EX. UTILITY SERVICES LINES (SANITARY & WATER) ARE NOT CAPPED &
ABANDONED. CONTACT CITY OF PORT ORCHARD PUBLIC WORKS.
SO REMOVE EXISTING MAILBOX AND POST.
OBEGIN / END REMOVING BITUMINOUS PAVEMENT.
ROADWAY KEYNOTES:
BEGIN / END CONCRETE BARRIER TYPE 2 (PRECAST).
0 USE WSDOT STD. DETAIL K-80.32-00. SEE DETAIL ON SHEET 08 & 09.
DO NOT USE ANCHORING PINS.
OEND OVER —WATER STRUCTURE DEMOLITION. PRESERVE & PROTECT EXISTING CONCRETE
DECK AND FIRST TWO ROWS OF PILES.
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS 3 DAYS PRIOR TO THE
START OF CONSTRUCTION, AND AGAIN AT THE START OF CONSTRUCTION. NAMES AND
ADDRESSES WILL BE FURNISHED BY THE OWNER.
2. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL COMPLY WITH RCW
58.09.130 AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED.
3. PROTECT ALL EXISTING BEACH ARMORING.
4. ALL ITEMS TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED ON PLANS.
5. OVERWATER STRUCTURES TO BE REMOVED, BUT PILES MUST BE PROTECTED.
6. TYPE 2 D.O.T. TURBIDITY CURTAIN TO BE CONSTRUCTED UNDERNEATH BUILDINGS DURING
DEMOLITION. THE TURBIDITY CURTAIN FUNCTIONS DURING LOW AND HIGH TIDES.
7. FLOATING DEBRIS GENERATED FROM DEMOLITION INSIDE THE TURBIDITY / DEBRIS
CURTAIN PERIMETER SHALL BE REMOVED AND SECURED AT THE END OF EACH WORKING
DAY. FLOATING DEBRIS GENERATED FROM DEMOLITION FROM OUTSIDE THE TURBIDITY /
DEBRIS CURTAIN PERIMETER SHALL BE REMOVED AND SECURED IMMEDIATELY.
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 NO. DATE DESCRIPTION oN: a NG PORT ORCHARD - BAY STREET 22001
ENTERED BY: 1. LEE,
P.E.T 7/10/25 off, �KU L L I �� Q j BID SET
CHECKED BY: I. LEE, P.7/10/25 ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7/10/25 SHEET
Plotted By Kazuma Lane on 7/10/25 12: 33 PM a ' 93 9��� 06
a �S E� 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION OF
Saved By Klane on 7/10/25 12:31 PM S'ox" EN (360) 491-3399 Fax (360) 491-3857 10
G: Pro'ect 2022 22001 Port Orchard Ba St CAD SHEETS WATERFRONT—MITCHELL POINT 22001_PL_DM_EXH_03.dw 07,111/2025 PORT ORCHARD WA CONTROL PLAN SHEETS
to
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STAPLE TOP TIE
SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE)
501E MIN. TENSILE STRENGTH, UV STABILIZED
2x2 WOOD POST
FENCING
FENCING MATERIAL
MATERIAL
I � a
a
HIGH DENSITY POLYETHYLENE OR
POLYPROPYLENE MESH, AND SHALL BE
UV RESISTANT, ORANGE COLOR
1'- 0" MIN.
(DEEPER FOR
UNSTABLE SOIL)
2' - 0"
(DESIRABLE)
TYPICAL SECTION
STEEL T-BAR POST
SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE),
50# MIN. TENSILE STRENGTH, UV STABILIZED
ENVIRONMENTALLY
SENSITIVE AREA
BOUNDARY
2x2 WOOD OR
STEEL T-BAR POST
6' - 0" MAX.
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ELEVATION
FOR REFERENCE ONLY. SEE WSDOT STANDARD DETAILS
NOTE
1. Post shall have sufficient strength and durability
to support the fence through the life of the project.
ELEVATION
FENCE ON SLOPE
STATE OF
WASHINGTON
REGISTERED
REGISTERED
^� LANDSCAPE ARCHITECT
v MARK W. MAURER
CERTIFICATE NO. 000598
NOTE TNISPLAN IS IOTA LEGAL ENGINEERINGDOCU-
AffNTBUTANEIECTROASCDUPLI MTiff ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLICATION, IS KEPT ON FBE AT ME WASHINGTON STATE DEPART
NENTOFTRANSPORTATXW A COPYAOIYBE OBTAINED UPON REQUEST.
HIGH VISIBILITY FENCE
STANDARD PLAN 1-10.10-01
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich 111 08-11-09
STATE DESIGN ENGINEER DATE
Washington State Department of Transportation
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7 10 25 NO. DATE DESCRIPTION N a 22001
PORT ORCHARD -BAY STREET
ENTERED BY: W. PRUIETT 7/10/25 �. o ,, ��(�/ BID SET
CHECKED BY: I. LEE, P.E. 7/10/25 �I N� ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7 10 25 SHEET
Plotted By Kazuma Lane on 7/10/25 12:33 PM 07
5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION OF
Saved By. More on 7/10/25 12:31 PM S10 ALE (360) 491-3399 Fax (360) 491-3857 10
C:\Project\2022\22001 Port Orchard Bay St CAD SHEETS WATERFRONT-MITCHELL POINT 22001_PL_DM_EXH_03.dw 07,111/2025 1 PORT ORCHARD WA CONTROL DETAILS SHEETS
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3' - 8" (TYP.)
WIRE ROPE LOOP (TYP.) 1Q # 5 0 # 5 WIRE ROPE LOOP LENGTH
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....1................_..._.._..._..._..._...._._.._._...___..._....__._..............._._...._.._._...._-__-.._.._........._...._.._......_.._...._._._..._...._._...._..._.._......._._.._...._._........._.._..._..._..._......_ I
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TOP VIEW
A
WIRE ROPE LOOP (TYP.) 0# 5
1 -
I
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iv 2" CLR.
(V (TYP.) 'I
'.r.........................................................................................................
N
.............................................................................
I
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1 1/2" (TYP.)
a� 19 - 0" OR 12'- 6"
FIN
1 1/2" R.
7/8" R. -
SEE NOTE 2
END VIEW
3/4" CHAMFER
(TYP.)
WIRE ROPE
LOOP (TYP.)
1/2" CHAMFER
(TYP.)
� 10" R.
N
1
2" CLR.
(TYP.)
to
SIDE VIEW
IY
fV
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--------------------------------------------------------------------------------------------
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----"- -----"------------------11 1
j[
-----------------------------/
2 ( #5
6„f
° BARRIER BARRIER
f SECTION TERMINAL
I 0#5 O3 #5
6" 6"
2 0"
SECTION (
BARRIER BARRIER
SECTION TERMINAL
O#5 ®#5
(TYP) (TYP.)
1/8" DRAFT
CL
NOTES
1, Type 2 Barrier and Barrier Terminals are allowed in temporary installations only. Do not
install new Type 2 Barrier and Barrier Terminals fabricated after December 31, 2019.
This plan is provided as a means to verify that any Type 2 Barrier and Barrier Terminals
fabricated prior to December 31, 2019 meet the plan requirements and cross -sectional
dimensions as specified in Standard Specifications, Section 6-10.3(5).
2. Wire rope loops shall be 3' - 8" long, except for the top loop of the Barrier Terminal, which
shall be 2' - 0" long.
3. Except for the locations of the wire rope loops, the dimensions shown in END VIEW
are typical for both ends of a Barrier Section or opposing ends of Barrier Terminals.
4. Connecting and Drift Pin head designs vary among different manufacturers. Pin designs
that are shaped differently than those shown in the detail are acceptable, if the bearing
surface is within the minimum and maximum widths specified.
5. The vertical spacing of the Wire Rope Loops in a Barrier Terminal is determined by the
end of the Barrier Segment to which it is being connected. See BARRIER
CONNECTION DETAIL (Sheet 2).
114" DRAFT
1 1/2" _
1
I
I
_ 6" 2" R. - BEVEL OR CONNECTING PIN 1
TYP. ROUND EDGES
3/4" MAX. (TYP.)
PIN
WIRE ROPE LOOP
I
1 3/4" I.D. LOOP - 1
f
t
1/8" FROM BARRIER —� L
FACE OF CONCRETE
PIN
PARTIAL SECTION CB
BARRIER SECTION BARRIER TERMINAL
ISOMETRIC VIEWS
J of WAsgr
Aug 17, 2021
CONCRETE BARRIER
TYPE 2
STANDARD PLAN K-80.32-00
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Aug 17, 2021
STATE DESIGN ENGINEER
TS Washington State Department of Transportation
L
FOR REFERENCE ONLY. SEE WSDOT STANDARD DETAILS
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 N0. DATE DESCRIPTION OAN A 22001
aF� PORT ORCHARD - BAY STREET
ENTERED BY: W. PRUIETT 7/10/25 Qj
CHECKED BY: I. LEE, P.E. 7/10/25 \ !EiSKILLIN� ORCHARD OVERWATER STRUCTURE DEMOLITION BID SET
PROJ. ENGR.: I. LEE, P.E. 7/10/25 SHEET
Plotted By. Kazuma Lane on 7/10/25 12:33 PM a c,r e4�r''��� 08
- 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION OF
Saved By. "'A1'
Plane on 7/10/25 12:31 PM °ti' (360) 491-3399 Fax (360) 491-3857 10
0: Project 2022 22001 Port Orchard Bay St CAD SHEETS WATERFRONT-MITCHELL POINT 22001 _PL_DM_EXH_03.dw 07/11/2025 1 PORT ORCHARD WA CONTROL DETAILS SHEETS
SEE NOTE 1
1/2 5/8" WIRE ROPE
WIRE SEIZING - SHALL BE EIGHT WRAPS
1 3/4" LD. LOOP OF 16 GAGE WIRE WITH THE ENDS TWISTED
TOGETHER, OR EQUIVALENT FASTENING.
2" MIN. _ _ _ 2" MIN.
2 1/2" MAX. 2 1/2" MAX.
O
PLATE WASHER
1/8" THICK a
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1" DIAM. PIN WITH
ROUNDED BOTTOM EDGES
CONNECTING PINS
AND DRIFT PINS
SEE NOTE 4
SHEET 1 BARRIER SECTION
REINFORCING STEEL BENDING DIAGRAM
9' - 4 3/4" FOR 10' - 0" LONG BARRIER SECTION
IT- 10 3/4" FOR 12' - 6" LONG BARRIER SECTION
D#5
t
9' - 4 3/4" FOR 10'- 0" LONG BARRIER SECTION
11' - 10 3/4" FOR 12' - 6" LONG BARRIER SECTION
20#s
WIRE ROPE LOOP DETAIL
SIDE VIEW
t
'------ _...
I
-------------
-------------
SHEET 2 BARRIER TERMINAL
REINFORCING STEEL BENDING DIAGRAM
�4'-6..
O3 #5
1 7 2'- 3_ 2 10 _
T r �
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®#5
WIRE ROPE LOOPS
`''-�, ®# 5 HOLE FOR
DRIFT PIN
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t
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PIN
TOP VIEW
1' 0" 6' 0"
i
_ WIRE ROPE LOOPS -• SEE NOTE 1
_ o 3/4" CHAMFER
O3 #5 1' 6 -
N I U
w 2" CLR. 3 114" DIAM.
N...__1....................... -..--
__________r________ _
2" R. -BEVEL I
OR ROUND EDGES
3/4' MAX. (TYP.) 1 1/2" (TYP.) - g 2 ®# 5 1 1/ DIAM. 2" CLR.
j -
PIN A SIDE VIEW
BARRIER TERMINAL
SEE NOTE 5 ,... it r1 v r -
FOR REFERENCE ONLY. SEE WSDOT STANDARD DETAILS
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BARRIER CONNECTION DETAIL
' of WA2902
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Aug 17, 2021
CONCRETE BARRIER
TYPE 2
STANDARD PLAN K-80.32-00
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Aug 17, 2021
STATE DESIGN ENGINEER
Washington State Department of Transportation
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7 10 25 NO. DATE DESCRIPTION oN: a NG PORT ORCHARD -BAY STREET 22001
ENTERED BY: 1. LEE,
P.E.T 7/10/25 off, � � �� Q j BID SET
CHECKED R.: I. LEE, P.7/10/25 ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7 10 25 � SHEET
Plotted By Kazuma Lane on 7/10/25 12:33 PM a c,' e� 09
saved By Klane on 7/10/25 12:31 PM a �SS�oxnLENc'� 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION or
(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA CONTROL DETAILS 10
G: Pro'ect 2022 22001 Port Orchard BaySt CAD SHEETS WATERFRONT—MITCHELL POINT 22001�L—DM—EXH-03.dw 07,111/2025 SHEETS
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PL 3/8 x 3 x 0'-5 '
13/16" DIAM. HOLE
3' 3/4" EXPANSION BOLT 7
y 11/2^ e
I/16" DIAM. /�
0
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4" I
D I
1 314"
ATTACHMENT "A" DETAIL
SHIM - SEE NOTE 4
o �
D D
55" D 1L3x3x3/8x0'-8�
PROTECTED
WORK AREA
TRAFFIC o OR
SIDE ° ° EDGE OF DECK
ATTACHMENT "A" ° 9" MIN.
(SEE DETAIL)
ATTACHMENT "B"
D (SEE DETAIL)
PCCP�
SECTION VIEWS
TYPE 1 ANCHOR
ATTACHMENT LOCATIONS
TRAFFIC °' PROTECTED
SIDE sD WORK AREA
D ,
2" DIAM. PINNING D
HOLE (TYP.) D
' D
D'
HMA � C\'. , • D
i
TWO PINS REQUIRED
ON THE TRAFFIC SIDE -
TWO PINS TOTAL,
PER BARRIER SECTION
1' _ 0'.
MIN.
1" DIAM. x 30"
GALVANIZED STEEL PIN
(TYP.)
SECTION VIEWS
TYPE 3 ANCHOR
PIN LOCATIONS
D 13/16" DIAM. HOLE
3„
o I
D I ih� i
o i
D 4"
D D
3/4" EXPANSION BOLT W/ D D 8"
HARDENED WASHER (TYP.) 1 3/4"
4 1/2" MIN. EMBEDMENT
ATTACHMENT "B" DETAIL
TRA)E1
° '° . TRAFFIC
SISIDE
(ATTACHMENT "B"
ANCHOR SHOWN)
ATTACHMENT "AATTACHMENT "A"(SEE DETAID (SEE DETAIL)
PCCP D .
NOTES
1. The intended use of this plan is for the temporary installation of the Type 2 Concrete
Barrier on cement concrete pavement, bridge decks, or hot mix asphalt
pavement, and Type F Concrete Barrier on Bridge decks.
2. Use Type 1 Anchors when the concrete pavement or bridge deck is 6" or thicker
with 2' wide concrete barrier only. Use Type 2 Anchors (Standard Plan K-80.37)
with narrow base barrier.
3. Adjust the location of the Type 1 Anchors to avoid the main reinforcing in the deck
when drilling holes.
4. Use shims to properly fit the Type 1 Anchors to the barrier and roadway surfaces.
5. Upon removal of the Type 1 Anchors, clean the bolt holes and fill them with grout
according to Standard Specification, Section 6.02.3(20).
6. Remove the Type 3 Anchors by first driving the steel pins down through the barrier
further into the pavement to allow lifting the barrier without interference, then re-
move the pins from the pavement.
7. After removing the Type 3 Anchors, clean the pin holes and fill them with sealant
according to Standard Specification, Section 9-04.2.
1/2 SEGMENT LENGTH
2'-1" 2'-1"
(TYP.) j (TYP.)
ATTACHMENT LOCATION (TYP.) - SEE NOTE 3
(ATTACHMENT "A" ANCHOR SHOWN)
TYPE 1 ANCHOR
TEMPORARY INSTALLATION OF PRECAST
CONCRETE BARRIER TYPE 2 ON CEMENT CONCRETE PAVEMENT OR
BRIDGE DECK, AND TEMPORARY INSTALLATION OF PRECAST
CONCRETE BARRIER TYPE F (STANDARD PLAN C-60.10)
ON BRIDGE DECK
TRAFFIC D TRAFFIC
SIDE ° . SIDE
50"
(TYP.)
D;
HMA
D °°
2' _ 0" PRECAST CONCRETE
BARRIER SECTION (TYP.)
PINNING HOLE (TYP.) - ONLY REQUIRED
ON TRAFFIC SIDE(S) OF BARRIER
N PLAN VIEW
TYPE 3 ANCHOR
TWO PINS REQUIRED PIN LOCATIONS
PER TRAFFIC SIDE — TYPE 3 ANCHOR
FOUR PINS TOTAL,
PER BARRIER SECTION TEMPORARY INSTALLATION OF PRECAST
CONCRETE BARRIER TYPE 2 ON HOT MIX ASPHALT PAVEMENT
FOR REFERENCE ONLY. SEE WSDOT STANDARD DETAILS
PLAN VIEW
TYPE 1 ANCHOR
ATTACHMENT LOCATIONS
2'- D"
PRECAST CONCRETE
BARRIER SECTION (TYP.)
X OV WA.8q#zV 7
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'�C1 S
tFTERN ♦�
ssfONAL
P_ 2020.09.10
10:04:22—07'00'
TEMPORARY CONCRETE
BARRIER ANCHORING
STANDARD PLAN K-80.35-01
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Roark, Steve Digitally
202U09161U235Steve
0
STATE DESIGN ENGINEER
Adft
Washington Stale Deparinent of Transportation
DATE REVISIONS JOB NUMBER
DESIGNED BY: K. LANE 7/10/25 NO. DATE DESCRIPTION ? PORT ORCHARD -BAY STREET 22001
ENTERED BY: 1. LEE,
P.E.T 7/10/25 "USKILLIN � G ��G!/ BID SET
CHECKED R.: I. LEE, P.7/10/25 ORCHARD OVERWATER STRUCTURE DEMOLITION
PROJ. ENGR.: I. LEE, P.E. 7/10/25 �� SHEET
Platted By. Kazuma Lone on 7/10/25 12:33 PM �•,v, �� 10
Saved By. Mane on 7/10/25 1z:31 PM .,,�, �> 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION & TEMPORARY EROSION OF
(360)491-3399 Fax (360) 491-3857 10
0:\Pro;ect\2022\22001 Port Orchard Bay st CAo sHEETs WATERFRONT-MITCHELL POINT 220o1_PL_oM_EXH_o3.dw 07/11/2025 PORT ORCHARD WA CONTROL DETAILS SHEETS