HomeMy WebLinkAbout5.229 Original Contractf
""p''' Woohlogion State
VI/ Dopartmsnt of Trontpoftatl
WORK BY STATE ACTUAL COST
AGREEMENT NUMBER
STATE ROUTE
NUMBER
101
LOCAL AGENCY
PARTICIPATING
AGREEMENT
GC -8614
ADVANCE PAYMENT AMOUNT
6,000
SECTION/LOCATION
CONTROL SECTION DISTRICT DESCRIPTION OF WORK
NUMBER
0503/0504 3 Installation
devices, and
This AGREEMENT, made and entered into this day of 19 between the STATE
OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, hereinafter called the "STATE," and
the above named organization, hereinafter called the "LOCAL AGENCY."
WHEREAS, the STATE is planning the construction or improvement of a section of state route as shown above, and in connection
therewith, the LOCAL AGENCY has requested that the STATE perform certain work as herein described, and
WHEREAS, it is deemed to be in the best interest for the STATE to include the necessary items of work, as requested by the LOCAL
AGENCY, in the STATE's construction contract proposed for the improvement of this section of State Highway, and
WHEREAS, the LOCAL AGENCY is obligated for the cost of the work described herein.
NOW THEREFORE, by virtue of Title 39.34 and in consideration of the terms, conditions, covenants, and performances contained
herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS:
1
GENERAL
The STATE, as agent acting for and on behalf of the LOCAL
AGENCY, agrees to perform the above "Description of Work
Plans, specifications and cost estimates shall be prepared by
the STATE in accordance with the current State of Washington
Standard Specifications for Road, Bridge, and Municipal Construction
and adopted design standards, unless otherwise noted. The STATE
will incorporate the plans and specifications into the STATE's project
and thereafter advertise the resulting project for bid and, assuming
bids are received and a contract is awarded, administer the contract.
The LOCAL AGENCY hereby approves the plans and speci-
fications for the described work as shown on Exhlibit "B attached
hereto and by this reference made a part of this AGREEMENT.
The LOCAL AGENCY may, if it desires, furnish an inspector
on the project. Any costs for such inspection will be borne solely by
the LOCAL AGENCY. All contact between said inspector and the
STATE's contractor shall be through the STATE's representative.
ORGANIZATION AND ADDRESS
City of Port Angeles
P.O. Box 1150
Port Angeles, WA 98362
Doyle Street to Port Angeles E.C.L.
of traffic control items,
other work.
The LOCAL AGENCY agrees, upon satisfactory completion
of the work involved, to deliver a letter of acceptance which shall
include a release and waiver of all future claims or demands of any
nature resulting from the performance of the work under this AGREE-
MENT.
II
PAYMENT
5, 22.9
The LOCAL AGENCY, in consideration of the faithful per-
formance of the work to be done by the STATE, agrees to reimburse
the STATE for the actual direct and related indirect cost of the work.
An itemized estimate of cost for work to be performed by the
STATE at the LOCAL AGENCY's expense is marked Exhibit "A and
is attached hereto and by this reference made a part of this AGREE-
MENT.
Partial payments shall be made by the LOCAL AGENCY,
upon request of the STATE, to cover costs incurred. These payments
are not to be more frequent than one (1) per month. It is agreed that
any such partial payment will not constitute agreement as to the
SR 101 CS 0503/0504
Doyle Street to Port Angeles E.C.L.
Traffic Control Devices
ITEM NO. ITEM DESCRIPTION
1 Mobilization 8t
100 Removing Cement Concrete Sidewalk
187 Removing Temporary Striping
193 Removing Plastic Traffic Arrow
195 Removing Plastic Latter
148 Removing Plastic Traffic Marking
209 Removing Raised Pavement Marker
5115 Crushed Surfacing Top Course
6837 Temporary Striping
Special Paint Stripe
Special Painted Gore Stripe
6828 Plastic Crosswalk Stripe
Special Plastic Crosswalk
6829 Plastic Stop Bar
6833 Plastic Traffic Arrow
6871 Plastic Traffic Letter
Plaatic Parking -Space Marker
6882 Raised Pavement Marker Type 1
6884 Raised Pavement Marker Type 2
6890 Permanent Signing
ESTIMATE OF COST
UNITS
L.S.
S.Y.
L.F.
EACH
EACH
S .Y.
L.S.
C.Y.
L.F.
L.F.
L.F.
L.F.
L.F.
L.F.
EACH
EACH
EACH
HUND
HUND
L.S.
UNIT PRICE QUANTITY AMOUNT
LUMP SUM
5.00
.05
25.00
10.00
18.00
LUMP SUM
22.00
.05
.12
.30
1.50
6.00
2.50
35.00
15.00
3.00
200.00
300.00
LUMP SUM
2,400
100 500
19,570 979
40 1000
24 240
222 3,996
1,010
30 660
19,570 979
12,770 1,532
1,225 368
3,738 5,607
702 4,212
723 1,808
98 3,430
36 540
79 237
13.2 2,640
3.9 1,170
800
a■ ■a ■a
SUBTOTAL 34,108
ENGINEERING (15Z) 5,116
CONTINGENCIES (5Z) 1,705
aaaaaaa
TOTAL ESTIMATED CITY PARTICIPATION 40,929
GC -8614
EXHIBIT "A"
SHEET 1 OP 1
s
r RESNRATER 90
EI.
IIATI0I
C-
s
s
I
Q NATIVE ....:[.3a'3J
PORT ANGELES I
�,.,,....a t
HARBOR if ,1
ow PORT ANGEL 1
NrI■1A
4
VICINITY MAP
1 0 1
Seale hi Uib9
T
BEGIN PROJECT
MP 246.09
0 F
1 1 1 °q191A17I re° Am Mai MO I I 1
J
u
a END PROJECT
MP 249.64
To
T 3174.
3011
T 30 11
T. Z9 IL
A
N
D
EQUATIONS
E
U
MP 247.62 BACK MP 247.56 AHEAD 8t11 Lincoln
MP 248.05 BACK MP 247.98 AHEAD 1 1 st Lincoln
BR /ODES
1TUMWATER CANYON UNDERCROSSING 101/338 1 To be overloyed
COLEMAN ROAD UNDERCROSSING 101/340 1 No work
EXCEPT /ON sR Ioi EASTBOUND LANES
6
A
IMP 248.05 BACK TO MP 249.64 1 First Street
EX211
Sheet 1
A
MU a
RR:�TSSG�&•w�n� N
0
SR 10
NINTH STREET IMP 24758)
EIGHTH (rte STREET
0
SEVENTH t.L STREET (MP 247.83)
SIXTH STREET (MP 247.70)
FIFTH
FOURTH STREET (MR 247641
THIRD_
WESTBOUND SR I0I
M
I) STREET (M P 24777)
STREET (M.P.247911
SECOND STREET (M P 247.98)
r
z
8
z
N
-i
4
a
m
FIRST STREET
N 249.04 HD PLANING
FRONT STREET
EQUATION$
MP 24762 8K.•
MR 24756 AHD.
IMO
LAUREL SE IjrR�
LINCp'LN STREEt
04K STREET M.P. 14
1 I
MATCH LINE THIS SHEET M P. 247.29 N I
70' 1•- 1
a o p i i o
9 I U 41
TWELFTH STREET (MR 247.35) G 1 I v.
r e o x x x a 8 M
ipE4.�igg II
p S z M O
M b W W el-4
M
ELEVENTH STREET (KR. 247421 C. p_ m f 2 s
�j O
Zr aO
S zoos r it
0r A
t o 2 m
C M a
TENTH STREET (MP• 247.49) m
z
it
0Vd
I1 y e4.
r rq
5
m 0
00
0 ••I
b
ti
0
z
l
E°
cztv
CP EMI
imam
(Ai wirA.
0
0
I Z
LT1
C1?
MATCH LINE THIS SHEET
JONES +Tr STREET "r
LIBERTY
ENNIS STREET (M P 24426)
1
ALDER
EVELYJ STREET
lA
M
1a`
PENN 1 STREET (M.P 249541
1 1
35 "yI
r70
STREET 3 IMP. 249.14)
8
M R 249.03 W.B. M.P. 248.16 E.A.
f M R 249.04)
cm
:o
N 0
g 0
01 c
Ja n
9
MATCH LINE SHEET
i
T0'
nn
1
v? 3
0
1 n$
c
a Q
PEA BODY STREET %7 (M P. 24825) p
I co
N o'
2 21
I m 2
1 M
1 P i
a i
1 N
D s
Y o
0 r
2 o
12 O a
I 0'
O O
ALBERT STREET (M P 248 45)
EUNICE STREET (M P 248 55)
FRANCIS STREET t' IMP 24864)
I
RACE STREET
'co co
C1
^A MP 24874
WASHINGTON STREET (M P. 248.84)
CHAMBERS STREET (MP 248.94)
O
—7O
MP 24905
MATCH LINE THIS SHEET
MP 248.16 W.B.
MP 246.91
160' I.35'_i 35'
STRIPE
t
t tat n
tl1
l
t t
%n 70' 70'
-ORE STRIPE ot
CORE STRPE
Leurldssn Beelsrerd
T
yoc'
ZdslbN Raised Traffic bloods
I 1 1 1 s NTATEI FED NO 1.00J M
UOJ 0
1 1 1
I
....25 70' 70'
1 r s ORE STRIPE
150' R.
ENO CHANNEL2ATION
MP 24727
Se* RUMBLE BAR DETAIL
an Sheet
50 0 50
Scale In set
A Y IC CROS5WALK
STRIPE (TYR)
PLASTIC STOP BAR (TYP,
NOTE% SEE STANDARD PLAN H-3a
FOR FURTHER PAVEMENT
MARKING DETAILS.
.ghee-6 4
Z
o
m li
W
W
oW
at r-
N N
op
SS
80'
r 1 rY OF PORT ANGE
m
co
7
30'
GORE STRIPE
100'
1 248.00 AHD.
GORE STRIPE
100'
c
m a
N 10
m n
N N
O. O.
2
L .60
ED i 1 LINCOLN STREET
ea
at is
I 1 3
1
CITY OF PORT ANGELES
LINCOLN STREET
IN I 0
I T
-4
30 i_ O 30
Sass w Feet
TYPICAL CHANNELIZATION FOR AU.
BLOCKS BETWEEN EIGHTH AND SECOND STREETS
1! 1
K
GORE STRIPE I
et
1 I 79.
150'11.—N
—3—.1 I
m Ml is ,S\
r
PLASTIC STOP BAR (TYR)
100'
RE MYP.) WALK
GORE STRIPE
100'
1 I ITAntirrn AI• "wry', Mn 1.7'
100'
ne....r n.....
_...i....44, t I
t t
1 1 i
i
GORE STRIPE I p 1 1 GORE STRIPE IR
30' 1 TO' l 8 80* 100' t l r
1 13- I I
I 1 I
1 t
1
\--See SECOND STREET
PROFILE. on Mtne1_.
SseLEFT -TURN ARCH DETAIL an sheet
NOTES=
I. Stop bars to be placed only at skimped
Intersections.
2. For additional details see Standard Plat
N -3a
3. For additional details sea PAVEMENT
ARROWS an sheet
4 Traffic letters shall cantons to the FNMA
Publication Standard ALPHABET FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS.
TYPICAL LAYOUT
OF STOP BAR AND
CROSSWALK
1-
Mr
RAISED PAVEMENT MARKERS U. Ct
TYPE 2d AT 5 EQUAL SPACES
tn
248.00 j
a L INCOLN STREET w b
.t 1. i "4. 1).
RACE
See LEFT -TURN ARCH DETAIL on sheet
e
1�1 ∎O'1 21-''
1
so'
he.Ef 5 4 7
60 0 dg
g
a of.
N
6 N
1
I 1
W 150' 360' 1 1
W
in
SR 101 WESTBOUND (FRONT 8f):
RESIN ED
MP 249.
375'
125'
IP 249.4•
Q
1
r
75 Radius
SR 101 WESTS
4
75
Radius
GORE STRIPE WITH RPM
TYPE 2e AT 3' 0.C.
PAINTED TRAFFIC ISLAND DETAIL
T.30 N., R.6 W., W.M.
300'
Yal.OW CENTER
TYPE 2d AT 3' 0.C.
ITS'
1 I
r
1 1 i
BEGIN EDGE STRIPE 1 I
1
,.1 1
W
1
PENN STREET
MP 249.54
80'
MI
100'
SEE ISLAND DETAIL
Iris 5HEE1. o
4, i
75'Radius A
I 1
75' Radius O%
It
GORE
STRIPE
50 0 50
Seale in FM
0.
N
1 RAIS €0 PAVEMENT MAR c END PAVING
I S SEE STANDARD PLAN
2
W I
O.
1 1 i -i��'/
l O
Existing Rased Traffic Islands
GOLF COURSE ROAD VICINITY
0 \14
END OF PROJECT
END OF PAVING
MP 249.64
"B"
.heEt- o,'
ASPHALT CONCRETE PAVEMENT
TO BE PLANED
DEPTH VARIES. SEE
'PLANING SECTION A'
ON SHEET.
7( 7r /i I
L EXISTING ASPHALT CONCRETE PAVEMENT
PLANING TAPER DETAIL
(SEE SPECIAL PROVISIONS)
PLANING BEGINS I PLANING ENDS
MP 24753 1 MP 248.04 AHD.
MP 248.06 I MP 248 it
EXISTING
31E
100' MAXIMUM TAPER
TAPER LENGTH TO BE
DETERMINED BY THE ENGINEER
VARIES
PAVEMENT
EXISTING ROADWAY
SURFACE
ASPHALT CONC. FOR PAVEMENT REPAIR
PAVEMENT REPAIR EXCAVATION DETAIL
(SEE SPECIAL PROVISIONS)
GIs WIDTHS AND DEPTH VARY AS STAKED BY THE ENGINEER
CRUSHED SURFACING
TOP COURSE
CEMENT CONC.
SIDEWALK TO BE
CONSTRUCTED BY
OTHERS
CONSTRUCT CEMENT CONC.
CURB AND GUTTE'
SR 101
ASPHALT CONC. PAVEMENT CL. 6 I
0.06' COMP. DEPTH
1
ASPHALT CONC. FOR
PRELEVELING CL.G
5 5
CEMENT CONC. SIDEWALK
AND CURB a GUTTER TO BE
REMOVED
Ranavin9 Canard Cam Sidevaik
F. J Covent Caw. Cure and Gutter
Canard Cac Carle and Getter
OD2' /F
pp S�P)}11ALT CONC. FOIJ
PRELEVELING CL. G
MP 247.98 RT.
21'
QUANTITY TABULATION
ITEM I UNIT 1 QUANTITY
25' 1 30' I 50'
SECOND STREET PROFILE
SY 100'
L.F. 160'
1_F s 601
SR 101
i
4
CURB AND SIDEWALK DETAIL
MP248.18Lx 70 MP 248.21L2
(SEE STANDARD PLAN FI)
SEE SPECIAL PROVISION. "REMOVING CEMENT CONC. SIDEWALK'
SEE SPECIAL PROVISION,'REMOVIN6 CEMENT CONC. CURB AND GUTTER'
06' ASPHALT CONC. PAVEMENT 0. G
IT CB&
0, leer --E- -7 C4