Addendum No: One (01)

Project: Sedalia Downtown Streetscape Phase IV

Project No. 2019-03

Date: June 27, 2019

The following changes, additions, modifications, information and clarification are hereby made to the

Specifications and/or plans dated June 3, 2019, and shall be incorporated in preparation of all Proposals

for the Work.

PLANS

1. CLARIFICATION – SHEET C-122: Transverse joints should be Type D and longitudinal should be

the choice of Type BS or Type C.

2. CLARIFICATION – SHEET C-130: Detail D1 should indicate a concrete slab thickness of 6” under

and adjacent to the brick pavers, not 8”.

3. DELETE Detail G5 on SHEET C-130 in its entirety and replace with the attached detail.

4. CLARIFICATION – SHEET C-132, Structural Steel Note 9: An inspector is not required if the

Contractor provides the structural steel fabricators proof of AISC certification and it is found

adequate in meeting all AWS D1.1 code requirements.

5. CLARIFICATION – SHEET C-310: All permanent signs shall be mounted on the proposed street

light poles. Mounting hardware shall be considered subsidiary to the installation of the signs.

6. DELETE SHEETS C-320 – C-325 in their entirety. There will no longer be traffic signals on this

project.

7. DELETE the following Sheets in their entirety and replace with the attached revised sheets:

a. C-000 - TITLE SHEET

i. Removed Traffic Signal Sheets from Index of Sheets.

b. C-001 - GENERAL NOTES & SUMMARY OF QUANTITIES

i. Removed Traffic Signal Bid Item and Decorative Metered Service Pedestal from

Summary of Quantities and added Bid Item “No Parking Zone Line”.

c. C-120 - INTERSECTION DETAIL – S. OHIO & 6TH ST.

i. Removed Traffic Signals.

d. C-310 - PAVEMENT MARKING AND SIGNING PLAN – S. OHIO AVE.

i. Added Stop Signs and Notes.

e. C-400 - STREET LIGHTING PLAN – S. OHIO AVE.

i. Removed Decorative Metered Service Pedestal. Added Pole Base Detail and

Notes.

8. CLARIFICATION – SHEET C-400 (Also applies to proposed Decorative Street Lights included in

Add Alternate 1, N. Ohio Ave. – SHEET C-311):

a. KCP&L Provides and Installs:

i. Decorative Light Poles

ii. Conductors

iii. Fixtures

b. KCP&L Provides and Contractor Installs

i. Galvanized Anchor Bolts (This item considered subsidiary to work included

with Bid Item, “Street Light Pole Base”.

ii. Pull Box (Class 1)

c. Contractor Provides and Installs:

i. Street Light Pole Bases

ii. 2” Sch. 40 PVC Conduit

iii. Pull String

PROJECT MANUAL

1. CLARIFICATION – Job Special Provision F. Brick Pavers 5.2: Payment for Brick Paver Crosswalks

shall include all materials and labor to install the 6” concrete slab, sand leveling course, and

pavers. Base rock to be paid for with “6” Type 1 Base” Bid Item.

2. CLARIFICATION – Job Special Provision F. Brick Pavers 5.2: Payment for Inlaid Brick Pavers at

Sidewalk shall include all materials and labor to install the 3” concrete slab (shown on the

attached Detail), sand leveling course, and pavers.

3. CLARIFICATION – Bid Item for Paver Installation (City Supplied Pavers): This Bid Item shall

include all materials and labor to install pavers including, but not limited to, picking up and

hauling the pavers to the job site from the Central Wastewater Treatment Plant on Main Street,

sand leveling course, and 3” concrete slab.

4. DELETE the Proposal, pgs. 14-16, in its entirety and replace with the attached Proposal.

SIDEWALK WITH BRICK INLAY BEHIND CURBG5NOT TO SCALE

3" CONCRETE

S O

hio

Ave

N O

hio

Ave

CITY OFSEDALIA

W 7th St

W 6th St

W 5th St

S O

sage

Ave

S K

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S M

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au A

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W 4th St

S L

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S M

assa

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Ave

W Broadway Blvd

W 3rd St

W 2nd St

Main St

C-000

TITLE SHEET

INDEX OF SHEETSC-000 TITLE SHEETC-001 GENERAL NOTES & SUMMARY OF QUANTITIESC-002 TYPICAL SECTIONSC-100 GENERAL LAYOUTC-110 PLAN & PROFILE - S OHIO AVEC-111 PLAN & PROFILE - S OHIO AVEC-112 PLAN & PROFILE - S OHIO AVEC-113 PLAN & PROFILE - 6TH STC-114 PLAN & PROFILE - N OHIO AVEC-120 INTERSECTION DETAIL - S OHIO & 6THC-121 INTERSECTION DETAIL - S OHIO & ALLEYC-122 JOINTING PLANC-130 ROADWAY DETAILSC-131 ROADWAY DETAILSC-132 ROADWAY DETAILSC-133 STORM SEWER DETAILSC-200 EROSION CONTROL PLANC-201 EROSION CONTROL DETAILSC-300 TRAFFIC CONTROL PLAN - S OHIO AVEC-301 TRAFFIC CONTROL PLAN - N OHIO AVEC-310 PAVEMENT MARKING AND SIGNING PLAN - S OHIO AVEC-311 PAVEMENT MARKING AND STREET LIGHTING PLAN - N OHIO AVEC-400 STREET LIGHTING PLAN - S OHIO AVEC-500 DRAINAGE AREA MAP AND CALCULATIONSC-600 CROSS SECTIONS S OHIO AVEC-601 CROSS SECTIONS S OHIO AVEC-602 CROSS SECTIONS S OHIO AVEC-603 CROSS SECTIONS S OHIO AVEC-610 CROSS SECTIONS 6TH STC-611 CROSS SECTIONS 6TH STC-620 CROSS SECTIONS N OHIO AVE

CITY OF SEDALIA, MISSOURIDOWNTOWN STREETSCAPE, PHASE IV

CITY PROJECT NO. 2019-03FEDERAL PROJECT NO. STP-5700(511)

PROJECTLOCATIONS OHIO AVEBASE BID

Not To Scale

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SHEET NO:

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PROJECTLOCATIONN OHIO AVEADD ALTERNATE 1

UTILITY CONTACTSWATER

SEDALIA WATER DEPARTMENTCHARLES BROSCHPO BOX 806SEDALIA, MISSOURI 65302(660) 826-1234

ELECTRICKCP&LERIK HARDING921 PARKHURST DRIVESEDALIA, MISSOURI 65301(877) 729-8696

GASEMPIRE DISTRICT GAS COMPANYJIM HARGRAVE1601 SEDALIA ROADSEDALIA, MISSOURI 65301(660) 827-3188

TELEPHONEAT&TSTEPHEN HARLAN220 E 5TH ST.SEDALIA, MISSOURI 65301(816) 325-5657

FIBER OPTICMISSOURI NETWORK ALLIANCE800 NW CHIPMAN ROAD, SUITE 5750LEE'S SUMMIT, MISSOURI 64063(888) 832-6662

TELEVISIONCHARTER COMMUNICATIONS210 W 7TH ST.SEDALIA, MISSOURI 65301(888) 438-2427

SANITARY SEWERALLIANCE WATER RESOURCESPHIL WEBSTER901 E 3RD ST.SEDALIA, MISSOURI 65301(660) 827-7830

STORM SEWERALLIANCE WATER RESOURCESPHIL WEBSTER901 E 3RD ST.SEDALIA, MISSOURI 65301(660) 827-7830

MoDOTKANSAS CITY AREA - MARSHALL OFFICEMIKE McGRATH1593 WEST ARROW ST.MARSHALL, MISSOURI 65340(660) 886-2115

DESIGN DESIGNATIONFUNCTIONAL CLASSIFICATIONDESIGN SPEED

BASE BIDOHIO BEGIN STATIONOHIO END STATIONPROJECT LENGTH

6TH BEGIN STATION6TH END STATIONPROJECT LENGTH

ADD ALTERNATE 1BEGIN STATIONEND STATIONPROJECT LENGTH

MINOR ARTERIAL25 MPH

11+00.0016+12.21512 FEET

20+35.0021+60.00125 FEET

50+10.0051+11.18101 FEET

CONCRETE PAVEMENT

CONCRETE SIDEWALK

BRICK PAVER

BRICK CROSSWALK PAVER

CONCRETE TRUNCATED DOME

GRAVEL DRIVEWAY

COAL CHUTE & BASEMENT OPENING

HATCH LEGEND

C-001

GENERAL NOTES &SUMMARY OFQUANTITIES

GENERAL NOTES1. The construction covered by these plans shall conform to the "Missouri Standard

Specifications for Highway Construction, 2018".

2. Construction of the improvements shown or implied by this set of plans shall not beinitiated or any part thereof undertaken until the City is notified of such intent and allrequired and properly executed bonds and contract agreements are received andapproved by same.

3. The Contractor shall have one (1) signed copy of the plans and one (1) copy of theappropriate Construction Specifications and Project Manual at the job site at alltimes. It is advisable that the Contractor become familiar with the Cityrequirements and standards in the event that there is a discrepancy between thisapproved plan and the city requirements. Advise the City's Representative of anydiscrepancy prior to bidding or working on this project.

4. The Contractor shall be responsible for obtaining all required permits, paying allfees and for otherwise complying with all applicable regulations governing the work.

5. The accuracy and adequacy of the alignments, dimensions, and elevations shall beconfirmed by the Contractor at the job site. If the Contractor finds any dimensionsto be in error or in question, the City's Representative shall be promptly contactedfor clarification prior to the continuation of the work. The engineering and geologicaldata shown on these plans are from studies made in the field and represents thebest information available prior to construction, at the time of testing.

6. Notify the City's Representative at least 48 hours prior to beginning any work. Forconstruction under driveways and streets, Contactor shall notify residents ofconstruction activities well in advance of the work, and shall provide and maintain atemporary surface for access until permanent restoration is completed.

7. The Contractor shall develop and implement proper traffic control in conformancewith the latest revision of the MUTCD.

8. During construction, access shall be maintained for emergency vehicles and localtraffic. Contractor shall notify the City 72 hours prior to any street closures orblockages to allow the City adequate time to notify the fire, police and ambulancedepartments, schools, school bus companies, and post office of upcoming work.Closures and traffic plans are subject to approval of the City's Representative.

9. Prior to commencement of work, the Contractor shall notify all those utilitycompanies which have facilities in the vicinity 72 hours prior to the construction tobe performed. The Contractor shall be held responsible for contacting all utilitycompanies for field location of all underground utility lines, whether shown on theseplans or not, prior to any excavation. All existing utility locations shown on theplans are taken from utility company records and are approximate only. Someservice lines from building to main have unknown locations and may conflict withthe plan. Relocation of said service lines required for the construction of thisproject shall be the responsibility of the Contractor and shall be at the Contractor'sexpense. The Contractor, prior to construction, shall verify the location and depthof all underground utilities. The repair of any damage to said utilities shall be at thecost to the Contractor. Any utilities found to be in conflict with the proposedconstruction, shall be brought to the immediate attention of the City'sRepresentative.

10. All utility and sanitary service lines shall be kept in service and protected duringconstruction operations. It shall be the Contractor's responsibility to locate allexisting service lines, and notify the City's Representative of any conflictsimmediately. Occasional adjustments to the work to accommodate theunanticipated presence or location of existing utilities may be required and will beconsidered a subsidiary obligation of the contract. The Contractor shall be heldresponsible for contacting all utility companies for field location of all undergroundutility lines prior to any excavation. Utilities damaged through the negligence of theContractor shall be repaired or replaced by the Contractor at his expense.

11. Contractor shall be responsible for all service line relocations and lowerings. Allservice line relocation and lowerings must be approved by the City prior torelocating or lowering service. Once the service has been relocated or lowered,the service line must be inspected by the City prior to backfilling.

12. The Contractor shall be responsible for supporting any water mains or gas mainshorizontally and vertically when crossing under the existing main(s). If applicable,the Contractor will be responsible for supporting any gas main or water mainlaterally when working alongside any main(s).

13. Contractor must coordinate the bracing of all utility poles with the Kansas CityPower and Light prior to any excavation within 10 feet of a pole.

14. All signs, mailboxes, and fencing in conflict with the proposed construction shall beremoved and reset. Temporary fencing shall be installed at locations where existingpermanent fencing exists; location shall be determined in the field. These itemsare considered incidental to the bid items.

15. Temporary erosion control shall be installed per the specifications, or as warrantedand determined in the field by the City's representative. Erosion controls must be inplace prior to any site work and must be maintained continuously throughout theproject. Payment for installation and continuous maintenance shall be incidental tothe erosion control pay items.

16. Clearing and grubbing operations and disposal of all debris there from shall beperformed by the Contractor in strict accordance with all local, state, and federallaws, codes, and ordinances. Open burning of debris shall not be permitted.

17. Driveways, sidewalk, and other areas inside and outside the construction limitsdamaged by the Contractor shall be restored to a condition equal to or better thanthat existed before damage occurred at the Contractor's expense. All catch basins,utility valves, hydrants, manholes, meter pits, etc. within grading limits shall beadjusted or rebuilt to grade as required. All inlets shall be graded to drain. Noseparate payment will be made for adjustments not noted in the plan notation andcallouts.

18. Existing trees not designated for removal shall be protected from damage duringconstruction. Trees damaged during construction shall be pruned and woundsprotected as approved by the City's Representative.

19. It is the Contractor's responsibility to determine earthwork quantities. Noclassification of excavated materials will be made. No additional payment will bemade for rock excavation. The Contractor is solely responsible for determining theamount of rock excavation, if any, to be included in his bid. Excavation work shallinclude the removal and subsequent handling of all materials excavated orotherwise removed in performance of the work, regardless of the type, character,composition, or condition thereof. All fill and backfill material shall consist of earthor other approved material free from organic matter with all undesirable materialremoved.

20. All Contractor stockpiling, staging and employee parking shall be confined to the

locations shown on the plans. If the Contractor believes that he requires moreworking room than is provided in the permanent easement or right-of-way, theContractor, at his expense, may obtain agreements with property owners foradditional temporary access. The Contractor shall be responsible for gaining anytemporary access required to complete the work. The Contractor shall provideOwner and City with copies of any agreements reached for said access.

21. The top 6" of all fill shall be top soil, and shall be approved by the City'sRepresentative prior to sod or seed installation. All back fill shall be tamped andorganic top soil placed thereafter followed by seeding or sod as required by thespecifications. No extra payment will be made for imported fill material required toconstruct fills to lines and grades indicated on the drawings.

22. All water required for the construction of this project shall be purchased from theSedalia Water Department through the use of a fire hydrant water meter. Meterscan be obtained from the Water Department for a fee, refundable upon return of themeter. All costs for water shall be the Contractor's responsibility, subsidiary toother contract payment items.

23. If water seepage is encountered during excavation, use of temporary dewateringtechniques may be necessary at no additional cost to the City.

24. The Contractor shall not be allowed to work Sunday. Holidays and Saturday workshall be approved by the City's Representative.

25. The Contractor shall notify property owners a minimum of 48 hours prior to anyconstruction activities or as designated in the plans.

26. The Contractor shall be solely responsible for the safety of the construction workersand the public.

27. All benchmarks, control points, property markers and right-of-way monumentsdisturbed or destroyed shall be reset by a Missouri registered land surveyor at theContractor's expense.

28. All existing drain lines (sump pump, foundation drains, roof drains, etc.) shall beextended to the nearest inlet. All bends and fittings shall be considered subsidiaryto 6" HDPE drain pipe.

29. The Contractor shall be responsible for submitting a traffic control plan for eachproject location subject to the approval of the City's Representative prior to the startof construction. All work required for traffic control shall be subsidiary to other itemsof the bid.

30. All Riprap shall meet the requirements of Section 2600 of the APWA KCMetroSpecifications, latest edition.

31. MoDOT and FHWA may make inspections of the work and the contractor shallgrant them access to all parts of the work.

SUMMARY OF QUANTITIESSURVEY DATUMMissouri State Plane (Central Zone), NAVD88 Geoid 12A, US Survey Feet.

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

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STA. 20+69.83, 20.00' RTELEV: 904.89

STA. 20+64.83, 20.00' RTELEV: 905.01

STA. 21+34.83, 20.00' RTELEV: 905.63

STA. 21+29.58, 21.49' RTELEV: 905.96

STA. 21+34.83, 30.00' LTCURB RADIUS POINT

STA. 21+38.83, 20.00' LTELEV: 905.64

21+00

13+00

STA. 20+69.83, 25.00' RTELEV: 905.29

STA. 20+73.83, 30.00' RTCURB RADIUS POINT

STA. 20+79.09, 21.49' RTELEV: 905.46

STA. 21+38.83, 20.00' RTELEV: 905.70

STA. 21+43.83, 20.00' RTELEV: 905.93

STA. 21+38.83, 25.00' RTELEV: 905.95

STA. 21+38.83, 25.00' LTELEV: 905.99

R

STA. 21+45.83, 20.00' LTELEV: 906.12

R

STA. 21+29.83, 21.34' LTELEV: 906.07

STA. 12+97.27, 20.50' LTELEV: 905.30 STA. 12+95.27, 20.50' RT

ELEV: 905.62

STA. 13+02.27, 25.50' LTELEV: 905.41

STA. 13+02.27, 20.50' LTELEV: 905.01

STA. 13+12.27, 22.50' LTELEV: 905.47

STA. 13+06.27, 30.50' RTCURB RADIUS POINT

STA. 13+02.27, 24.50' RTELEV: 905.54

STA. 13+06.27, 20.50' RTELEV: 905.24

STA. 13+70.27, 24.50' RTELEV: 905.91

STA. 13+70.27, 20.50' RTELEV: 905.59

STA. 13+77.27, 20.50' RTELEV: 906.08

R R

2.13%

R

R

5.00'

STA. 13+12.27, 22.50' RTELEV: 905.86

2.61%

STA. 13+60.27, 22.50' RTELEV: 906.06

STA. 13+66.27, 24.50' RTELEV: 905.91

STA

. 20+35.00

STA. 21+34.83, 25.00' RTELEV: 905.88

STA

. 20+35.00

STA

. 21+60.002.48%

0.45%

STA. 21+34.83, 25.00' LTELEV: 905.97

STA. 13+06.27, 25.50' LTELEV: 905.43

STA. 13+06.27, 24.50' RTELEV: 905.56

STA. 20+73.83, 25.00' RTELEV: 905.35

STA

. 21+60.00

0.55%S

TA. 20+85.83

STA

. 20+85.83

0.55%S

TA. 21+22.83

STA

. 21+22.83

0.55%

0.55%

5.66'5.00'

5.66'5.00'

2" MOD. C&G 2" MOD. C&G

TYPE 1 C&GTYPE 1 C&G

TYPE 1 C&G

TYPE 1 C&G

2.00%3.00%

2.00%3.00%

STA. 13+06.27, 20.50' LTELEV: 905.03

STA. 20+73.83, 20.00' RTELEV: 904.95

STA. 13+66.27, 20.50' RTELEV: 905.59

STA. 21+34.83, 20.00' LTELEV: 905.62

STA. 20+69.83, 26.00' LTELEV: 905.15

STA. 20+80.59, 22.63' LTELEV: 905.53

STA. 20+62.83, 19.99' LTELEV: 905.16

STA. 20+69.83, 20.00' LTELEV: 904.73

STA. 20+73.83, 26.00' LTELEV: 905.19

STA. 13+76.27, 20.50' LTELEV: 905.88

STA. 13+70.27, 24.50' LTELEV: 905.69

STA. 13+70.27, 20.50' LTELEV: 905.41

STA. 13+62.30, 21.32' LTELEV: 905.70R

R

STA. 13+66.27, 24.50' LTELEV: 905.67

TYPE 1 C&G

2" MOD. C&G

STA. 20+73.83, 20.00' LTELEV: 904.77

STA. 13+66.27, 20.50' LTELEV: 905.39

7.00

%

7.00%

PROP. DECORATIVELIGHT (TYP.)

5.30

'

5.06'

6.00

'

4.00'

7.00'

6.00

'

5.31

'

5.08'

5.31'

5.53

'

5.84

'

5.85'

8.00

%5.

00'

8.00%5.00'

8.00%4.00'

5.00

%5.

00'

8.00%4.00'

PROP. DECORATIVELIGHT (TYP.)

STA. 13+02.27, 20.50' RTELEV: 905.22

5.00

'

7.00

'

5.00'

7.00

%5.

00'

7.00

'

7.00'

C-120

INTERSECTIONDETAIL - S OHIO &

6TH

PROJECT NO:

DESIGNED BY:

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SOUTH OHIO AVENUE & 6TH STREET INTERSECTION DETAILA100 5'2.5'

LEGEND

R RAMP

CURB TRANSITION

2' WIDE DETECTABLEWARNING

CL 6TH ST

CL S OHIO AVE

BUILDING LINE

BUILDING LINE

BUILDING LINE

BUILDING LINE

TYPICAL HANDICAP RAMPLAYOUT. SEE SH. NO. C-130

PROPOSED STREET LIGHTSEE SHEET C-400.

P

GG

G

G

G

G

G

RD

RD

RD

RD

RD

R

R

R

G

P

P

M

20+0

021

+00

22+0

0

11+00 12+00 13+00 14+00 15+00 16+00

STA

:11+

17.5

6S

TA:1

1+17

.56

STA

:12+

33.2

7

STA

:11+

91.2

75 SPACES @ 21' = 105.0'2 SPACES @ 23' = 46.0'

2 SPACES @ 21' = 42.0'

4 SPACES @ 21' = 84.0'

2 SPACES @ 23' = 46.0'

STA:21+46.83

STA:20+61.83

STA:11+65.25

STA:12+95.25

STA:12+95.25 STA:13+77.27

STA:13+77.27

4.0'

TY

P.

5 SPACES @ 21' = 105.0'

8.0'

(TY

P.)

2HR PAR

KING

8:30 AM

TO 5:30 P

M

R7-

108

(8:3

0AM

TO 5

:30P

M)

12" X

18"

NOPAR

KING

2:00 AM TO 6:00 AM

R7-

2a (2

AM

-6A

M)

12" X

18"

NOPAR

KING

2:00 AM TO 6:00 AM R1-

1 w

/R1-

4p30

" X 3

0", 1

8" X

6"

R7-

2a (2

AM

-6A

M)

12" X

18"

NOPARKING

2:00 AMTO

6:00 AM

R1-1 w

/R1-4p

30" X 30", 18" X

6"R

7-2a (2AM

-6AM

)12" X

18"

2HR

PARKING 8:30 AMTO 5:30 PM

R7-108 (8:30A

MTO

5:30PM

)12" X

18"

W 6th

St

E 6th St

S Ohio Ave

S Ohio Ave

D3-136" X 9"

D3-

130

" X 9

"

D3-1

36" X 9"

D3-1

30" X 9"

4" SOLID WHITE STRIPE (TYP.)

4" SOLID WHITE STRIPE (TYP.)

EXIST. PARKING STRIPE (TYP.)

STA:20+44.83

5 SPACES @ 21' = 105.0'

5 SPACES @ 21' = 105.0'

STA

:14+

81.2

7S

TA:1

4+81

.27

STA

:15+

09.3

0

STA

:15+

15.9

9

STA

:16+

14.3

0

STA

:12+

96.2

7

STA

:11+

63.5

6

STA

:13+

76.2

7

STA

:12+

96.2

7

STA

:13+

76.2

7

STA

:11+

63.5

6

4" SOLID WHITE STRIPE (TYP.)

4" SOLID WHITE STRIPE (TYP.)

STA:16+00.16

2HR PAR

KING

8:30 AM

TO 5:30 P

M

R7-

108

12" X

18"

EXIST. 24" STOP BAR

NOPARKING

ZONE

NO

PA

RK

ING

ZON

E

STA:20+62.83R1-

1 w

/R1-

4p30

" X 3

0", 1

8" X

6"

STOP

STA:21+45.85

R1-

1 w

/R1-

4p30

" X 3

0", 1

8" X

6"

STOP

STOP

STOP

NO

PA

RK

ING

ZON

E

ALL WAY

ALL WAY

ALL WAY

ALL WAY

NOPARKING

ZONE

STA

:16+

14.3

0

2HR

PARKING 8:30 AM

TO 5:30 PM

R7-108 (8:30A

MTO

5:30PM

)12" X

18"

STA:10+93.01

00 20'10'

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SHEET NO:

SHEET TITLE

CO

NS

ULT

AN

TSS

EA

LP

RO

JEC

T N

AM

E

CITY

OF

SEDA

LIA,

MO

DOW

NTO

WN

STRE

ETSC

APE

CITY

PRO

JECT

NO

. 201

9-03

FEDE

RAL

PRO

JECT

NO

.ST

P-57

00(5

11)

RE

V.

DE

SC

RIP

TIO

N

GJL, DJM

GJL, DJM

JCK, CDP

DA

TEB

Y

6/27

/201

9M

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509-

00\2

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arkin

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wg

14-100-509-09

Cer

t. of

Aut

horit

y #

2003

0075

99

6/3/2019

06/03/2019

PAVEMENT MARKINGS AND SIGNING PLANC1

PAVEMENTMARKING AND

SIGNING PLAN -S OHIO AVE

C-310

S OHIO AVE

6TH

ST

SCALE: 1" = 20'

24" STOP BAR(TYP.)

ALL

EY

ALL

EY

NOTES1. ALL PROPOSED PAVEMENT MARKINGS AND SIGNAGE SHALL BE

PLACED IN ACCORDANCE TO THE LATEST EDITION OF THEMUTCD MANUAL.

2. ALL SIGNS SHALL BE MOUNTED ON PROPOSED STREET LIGHTSAS SHOWN. ALL MOUNTING HARDWARE FOR PROPOSED SIGNSSHALL BE CONSIDERED SUBSIDIARY TO BID ITEM, "PERMANENTSIGNS". STOP SIGNS SHALL BE PLACED A MINIMUM OF 7' ABOVETHE TOP OF THE ADJACENT CURB. SECONDARY SIGNS SHALLBE PLACED IN THE ORDER AS SHOWN ON THIS SHEET.

3. CONTRACTOR SHALL PAINT CURB YELLOW WITHIN ALL AREASDESIGNATED AS "NO PARKING ZONE" AS WELL AS ANY CURBBETWEEN THE LAST PARKING STALL OF A ROW AND ANY CURBRAMP OR ALLEY ENTRANCE.

4. REMOVAL OF EXISTING TRAFFIC SIGNALS (4) SHALL BEINCLUDED IN BID ITEM, "DEMOLITION AND SITE PREPARATION".CONTRACTOR SHALL SALVAGE EXISTING SIGNALS TO THE CITYAND BE DELIVERED BY THE CONTRACTOR TO THE STREETDEPARTMENT AT 901 E. 3RD TO BE STORED.

PROPOSED STREET LIGHT (TYP.)

SDSD

SDSD

SDSD

SD

SD

SD

SD SD SD SD SD SD

SSSS

SSSS

SS

W W

SD

SDSD

SDSD SD SD SD

SD

SD

G

ST

CB

ST

ST

W

ST

P

PB

W

PB

GG

G

PB

G

S

G

W

PB

G

CB

W

W

W

G

G

G

RD

S

RD

RD

RD

RD

R

W

W

R

R

W

W

W

W

G

W

P

P

PB

PB

M

GG

G G G G G G G G G

G

GG

GG

GG

G

GG GG

GG

UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGE UGE

UGEUGEUGEUGE

W W W

W

W

W W W W W W W W W W

W

W

WGGGGGGG

G

UGE UGE UGE UGE UGE UGE UGE UGE UGE

OH

EO

HE

OH

EO

HE

OH

E

GSSSS

SS

W

W W W W W W W W W W W

W

G G G G G

GUGE UGE UGE UGE UGE UGE UGE

OH

EO

HE

OH

E

20+0

021

+00

22+0

0

11+00 12+00 13+00 14+00 15+00 16+00

STA:11+05.25, 21.46' LT INSTALLDECORATIVE LIGHT POLE

STA:11+65.34, 21.58' LT INSTALLDECORATIVE LIGHT POLE

STA:11+65.25, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:12+35.25, 21.49' LT INSTALLDECORATIVE LIGHT POLE

STA:12+35.25, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:12+95.25, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:12+95.25, 21.50' LT INSTALLDECORATIVE LIGHT POLE

STA:13+77.27, 21.50' LT INSTALLDECORATIVE LIGHT POLE

STA:13+77.27, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:20+62.83, 20.96' LT INSTALLDECORATIVE LIGHT POLE

STA:20+62.83, 21.00' RT INSTALLDECORATIVE LIGHT POLE

STA:21+45.95, 20.97' RT INSTALLDECORATIVE LIGHT POLE

STA:21+45.85, 21.00' LT INSTALLDECORATIVE LIGHT POLE

STA:11+59.65, 25.78' LT INSTALLPULL BOX

STA:11+59.70, 26.15' RT INSTALLPULL BOX

STA:20+55.27, 25.49' RT INSTALLPULL BOX

STA:20+55.93, 24.56' LT INSTALLPULL BOX

STA:21+54.51, 25.29' RT INSTALLPULL BOX

STA:21+54.35, 24.56' LT INSTALLPULL BOX

STA:14+48.00, 21.50' LT REMOVE ANDREPLACE DECORATIVE LIGHT POLE

STA:14+48.00, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:15+26.50, 21.50' RT INSTALLDECORATIVE LIGHT POLE

STA:15+26.50, 21.50' LT INSTALLDECORATIVE LIGHT POLE

STA:16+00.00, 21.50' LT INSTALLDECORATIVE LIGHT POLE

STA:16+00.00, 21.50' RT INSTALLDECORATIVE LIGHT POLE

1-1

1-2

1-4

1-3

1-5

1-6

1-7

1-91-11

1-13

1-151-171-19

1-18 1-16 1-14

1-12 1-10

1-8

1-5

1-3

1-1

1-2

1-41-6

PROPOSED LIGHTING

EXISTING LIGHTING

PULL BOX

CONDUIT

POWER SOURCE

PROPOSED LIGHTING LABEL

PROPOSED PULL BOX LABEL

METERED SERVICE PEDESTAL

LEGEND

1-1

1-1

E

C-400

STREET LIGHTINGPLAN - S OHIO AVE

DECORATIVE LIGHT POLE DETAILC8

00 20'10'SCALE: 1" = 20'

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SHEET NO:

SHEET TITLE

CO

NS

ULT

AN

TSS

EA

LP

RO

JEC

T N

AM

E

CITY

OF

SEDA

LIA,

MO

DOW

NTO

WN

STRE

ETSC

APE

CITY

PRO

JECT

NO

. 201

9-03

FEDE

RAL

PRO

JECT

NO

.ST

P-57

00(5

11)

RE

V.

DE

SC

RIP

TIO

N

GJL, DJM

GJL, DJM

JCK, CDP

DA

TEB

Y

6/27

/201

9M

:\TRN

\14-

100-

509-

00\2

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TS\2

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ets

- civi

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treet

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e\14

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09-S

treet

Lig

htin

g.dw

g

14-100-509-09

Cer

t. of

Aut

horit

y #

2003

0075

99

6/3/2019

06/03/2019

STREET LIGHTING PLANC1

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SHEET NO:

SHEET TITLE

CO

NS

ULT

AN

TSS

EA

LP

RO

JEC

T N

AM

E

CITY

OF

SEDA

LIA,

MO

DOW

NTO

WN

STRE

ETSC

APE

CITY

PRO

JECT

NO

. 201

9-03

FEDE

RAL

PRO

JECT

NO

.ST

P-57

00(5

11)

RE

V.

DE

SC

RIP

TIO

N

GJL, DJM

GJL, DJM

JCK, CDP

DA

TEB

Y

6/27

/201

9M

:\TRN

\14-

100-

509-

00\2

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iplin

es\_

SHEE

TS\2

_She

ets

- civi

l\141

5090

9 - S

treet

scap

e\14

1509

09-S

treet

Lig

htin

g.dw

g

14-100-509-09

Cer

t. of

Aut

horit

y #

2003

0075

99

6/3/2019

06/03/2019

S. OHIO AVE

6TH

STR

EE

TREMOVE EXIST.DECORATIVE LIGHT POLE

REMOVE EXIST.DECORATIVE LIGHT POLE

EXIST.COBRA LUMINAIRE

LIGHT POLE

EXIST.COBRA LUMINAIRE

LIGHT POLE

POWER SOURCE

SAVE EXIST.DECORATIVE LIGHT POLE

SAVE EXIST.DECORATIVE LIGHT POLE

REMOVE EXIST.DECORATIVE LIGHT POLE

REMOVE EXIST.DECORATIVE LIGHT POLE

REMOVE EXIST.DECORATIVE LIGHT POLE

NOT TO SCALE

19

NOTES1. CONTRACTOR FOR THIS PROJECT SHALL PROVIDE AND INSTALL

LIGHT POLE BASES, 2" SCH. 40 PVC CONDUIT, AND PULL STRINGAS SHOWN ON THIS SHEET. KCPL TO PROVIDE GALVANIZEDANCHOR BOLTS AND PULL BOXES FOR THE CONTRACTOR TOINSTALL AS WELL. KCPL TO PROVIDE AND INSTALL PROPOSEDDECORATIVE LIGHT POLES, CONDUCTORS, AND FIXTURES.COORDINATE ALL SITE LIGHTING WORK WITH KCPL AND THECITY.

2. EXISTING LIGHT POLES TO BE REMOVED BY CONTRACTORSHALL BE INCLUDED IN BID ITEM, "DEMOLITION AND SITEPREPARATION". EXISTING POLES SHALL BE SALVAGED TO KCPLTO RETIRE.

3. CATALOG CUTS AND FINAL LOCATION SHALL BE APPROVED BYTHE CITY PRIOR TO PROCUREMENT AND INSTALLATION.

TYPICAL POLE BASE DETAILNOT TO SCALE

BASE TO BE CONSTRUCTED WITH AMINIMUM OF 3000 PSI CONCRETE

6 - #6 VERTICAL REBARSPACED EVENLY

POLE TO MATCHFIXTURE

1-1/2" MIN. CLEARCOVER THROUGHOUT

ANCHOR BOLTSPROVIDED BYOTHERS AND

INSTALLED PERMANUFACTURERSPECIFICATIONS.

2"

C7

14

PROPOSAL

TO THE CITY OF SEDALIA, MISSOURI: Pursuant to and in compliance with the Notice to Contractors and having examined the plans and

specifications with related documents and the site(s) of the proposed work, the undersigned bidder proposes

and agrees, if this proposal is accepted, to furnish all labor, materials, tools, supplies, equipment and

supervision and to do all other work necessary for the DOWNTOWN STREETSCAPE, PHASE IV,

City Project No. 2019-03, Federal Project No. STP-5700(511), as noted in these contract documents

for the following price(s):

NOTE: IN THE EVENT OF DISCREPANCY, UNIT PRICE SHALL GOVERN

BID FORM

Sedalia Downtown Streetscape, Phase IV July 11, 2019

ITEM

NO. DESCRIPTION QUANTITY UNIT UNIT PRICE

TOTAL

PRICE

Roadway (Base Bid)

1 Mobilization 1 LS

2 Demolition and Site Preparation 1 LS

3 Construction Staking 1 LS

4 Construction Signs 203 SF

5 Type III Movable Barricades 16 EACH

6 Inlet Protection 11 EACH

7 Erosion Control Log 25 LF

8 Construction Entrance 3 EACH

9 Unclassified Excavation 2023 CY

10 Concrete Coal Chute Backfill 20 CY

11 Basement Opening Structural Slab 264 SF

12 6" Fiber Reinforced Concrete Pavement 2342 SY

13 6" Type 1 Base 2909 SY

14 Subgrade Fabric 2909 SY

15 2” Cold Milling 120 SY

16 2” Asphaltic Concrete Surface (Type 5-

01) 120 SY

17 Brick Paver Crosswalks 1169 SF

18 Concrete Curb and Gutter 1092 LF

19 4" Concrete Sidewalk 5753 SF

20 Inlaid Brick Pavers at Sidewalk 1584 SF

21 Brick Paver Installation (City Provided

Pavers) 150 SF

22 Sidewalk Ramp 9 EACH

23 4" Type 1 Base 925 SY

24 8" Concrete Driveway 126 SY

25 6'x4' Curb Inlet (Special) 7 EACH

15

26 6'x6' Curb Inlet (Special) 1 EACH

27 4'x4' Junction Box 1 EACH

28 6" HDPE 42 LF

29 15" HDPE 272 LF

30 24" HDPE 209 LF

31 30" HDPE 75 LF

32 4" Solid White Line 304 LF

33 24" Stop Bar 73 LF

34 No Parking Zone Line 132 LF

35 Permanent Signs 19 EACH

Subtotal:

Street Lighting (Base Bid)

36 Street Light Pole Base 19 EACH

37 Pull Box Installation (Class 1) (KCPL

Provided) 6 EACH

38 Conduit, 2" Sch. 40 PVC 1078 LF

39 Pull String 1078 LF

Subtotal:

Add Alternate 1

1 Mobilization 1 LS

2 Demolition and Site Preparation 1 LS

3 Construction Staking 1 LS

4 Construction Signs 109 SF

5 Type III Movable Barricades 6 EACH

6 Construction Entrance 1 EACH

7 Unclassified Excavation 323 CY

8 6" Fiber Reinforced Concrete Pavement 420 SY

9 6" Type 1 Base 442 SY

10 Subgrade Fabric 442 SY

11 Concrete Curb and Gutter 99 LF

12 4" Concrete Sidewalk 557 SF

13 Inlaid Brick Pavers at Sidewalk 192 SF

14 4" Type 1 Base 83 SY

15 24" Stop Bar 56 LF

16 4" Double Solid Yellow Line 98 LF

17 Railroad Crossing Symbol 1 EACH

18 Street Light Pole Base 2 EACH

19 Conduit, 2" Sch. 40 PVC 102 LF

20 Pull String 102 LF

Subtotal:

16

TOTAL BASE BID: $_________________________________________________________

TOTAL ADD ALTERNATE 1: $________________________________________________

GRAND TOTAL (BASE + ALTERNATE): $______________________________________

Bidder acknowledges receipt of the following addenda, which has been considered in the preparation

of this bid:

Addendum No. ______ Dated: __________

Addendum No. ______ Dated: __________

Addendum No. ______ Dated: __________

The undersigned agrees, if this proposal is accepted, to complete the work within a period of 120

calendar days from the date of the Notice to Proceed.

NAME OF BIDDER: ______________________________________

BY: ______________________________________

TITLE: ______________________________________

ADDRESS: ______________________________________

DATE: __________________