2-3-C-072-25 2025 Sidewalk Construction Bid Set Plans S-S.pdf

PDF 48 MB Posted Aug 6, 2025

Attached to: 2025 Sidewalk Construction Project
Solicitation number: 3-C-072-25
Issued by: Johnson County, Kansas

About this file

Written by GovTribe AI · Aug 26, 2025

This is a set of bid documents for the 2025 Sidewalk Construction Project issued by the City of Olathe, Kansas, with engineering services provided by JEO Consulting Group, Inc. The project involves installation of new concrete sidewalks totaling 1,149 square yards (1,098 SY of 4-inch and 51 SY of 6-inch), sidewalk ramps (5 Type I, 1 Type III, and 1 Type IV), driveway replacements (521 SY of 6-inch and 37 SY of 7-inch concrete), curb and gutter replacement (683 linear feet), and associated work including tree removal, fence reconstruction, utility adjustments, and sodding across multiple streets including W Virginia Lane, E Cedar Street, S Ocheltree Street, S Emma Street, and S Annie Street. The documents include 26 sheets covering title information, general notes and legend, quantities, survey data, general layout, typical sections, detailed sidewalk plans for each street, and standard roadway details with bid documents dated July 31, 2025.

The project specifications require KCMMB4K concrete throughout, compliance with City of Olathe Technical Specifications and ADA requirements, coordination with multiple utility companies including Atmos Energy, Evergy, AT&T, Comcast, Google Fiber, and others for relocations and adjustments. The plans detail specific elevation data, construction limits within existing right-of-way and temporary construction easements, protection of existing utilities and infrastructure, and coordination requirements for traffic control and public notification. All work must be performed within established benchmarks using NAVD88 elevation datum and KRCS Zone 11 horizontal control points, with detailed survey control points and utility locations provided throughout the construction area.

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BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-10 520853 11620015 1000.42 2" ALUMINUM DISK - JOHNSON COUNTY BM #632 IN NE CORNER OF HEADWALL BOX CULVERT

BM-11 522002 11618969 1023.72 TOP END OF RAILROAD SPIKE IN WEST FACE OF POWER POLE

BM-12 522825 11618974 1014.60 CHISELED SQUARE IN SW CORNER OF CURB INLET

BM-13 522684 11619467 1028.54 CHISELED SQUARE IN BASE OF LIGHT POLE

BM-14 521925 11619619 1025.39 TOP (OPERATING) NUT OF FIRE HYDRANT

BM-15 520166 11626095 1037.21 CHISELED SQUARE IN NW CORNER OF CURB INLET

BM-16 519853 11629057 1067.54 TOP END OF RAILROAD SPIKE IN NORTH FACE OF POWER POLE

BM-17 517122 11618116 1043.43 CHISELED SQUARE IN SE CORNER OF CURB INLET

ISSUE

MARK DATE DESCRIPTION

07/31/2025 BID DOCUMENTS

Olathe 2025 Sidewalk Construction

250731.00

CAS

4400 COLLEGE BLVD, SUITE 200

OVERLAND PARK, KS 66211

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: CA-0069

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

CITY OF OLATHE

2025 SIDEWALK CONSTRUCTION

SCALE: N.T.S.

Know what'sbelow.

before you dig.Call

NOTE: NEITHER THE OWNER (CLIENT) NOR JEO CONSULTING GROUP, INC. ASSUMES ANY RESPONSIBILITY FOR UTILITY LOCATIONS BEING ACCURATELY SHOWN OR NOT SHOWN ON THE PLANS. A REQUEST FOR UTILITY LOCATES WAS MADE FOR

THIS LOCATION AS PER THE ONE-CALL NOTIFICATION SYSTEM ACT.

(DATE: OC DATE TICKET NO.: TICKET NO ).

UTILITIES SHOWN ARE FROM FIELD MARKINGS PROVIDED IN THE FIELD BY THE UTILITY PROVIDERS.

THE EXACT LOCATION AND/OR SIZE OF UNDERGROUND FEATURES MAY NOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. FIELD VERIFICATION OF UTILITIES MAY BE REQUIRED. CONTRACTOR(S) SHALL NOTIFY THE RESPECTIVE UTILITY

COMPANIES BEFORE COMMENCING ANY WORK.

LOCATION MAP

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Additional Project Info:

TITLE SHEET

CITY PROJECT NO. 3-C-072-25

PROJECT LOCATION

APPROVED BY:

CITY ENGINEER DATE

APPROVED FOR ONE YEAR FROM THIS DATE

PREPARED AND SUBMITTED BY:

CIVIL ENGINEER DATE

Non-Telecommunications City of Olathe 1385 S. Robinson St.

Olathe, KS 66061

Utility Coordinators Brent Berry Office: (913) 971-8532 E-mail: bberry@olatheks,org

Alex Cashman Office: (913) 971-9006 E-mail: cashman@olatheks.org

Sanitary & Water Aaron Wasko Office: (913) 971-9108 E-mail: amwasko@olatheks.org

Traffic Zach Baker Office: (913) 971-9009 E-mail: zdbaker@olatheks.org

Atmos Energy 25090 W. 110th Terrace Olathe, KS 66061

Project Contact Becca Holbrook Office: (913) 603-9191 E-mail: becca.holbrook@atmosenergy.com

Damage Prevention Manager Chris Fry Office: (913) 653-3223 E-mail: chris.fry@atmosenergy.com

Evergy Jorge Fernandez Office: (785) 508-2409 Emergency: (816) 471-5275 E-mail: jorge.fernandez@evergy.com

Telecommunications AT&T (Distribution) Troy Mitchell 9444 Nall Ave.

Overland Park, KS 66207 Office: (913) 383-4934 Cell: (913) 293-8453 Emergency: (800) 288-2020 E-mail: sm9517@att.com

Comcast Cable Jesse Plunkett Cell: (816) 295-4158 E-mail: jesse_plunkett@comcast.com

Google Fiber Jayson DeMar 908 Broadway Blvd.

Kansas City, MO 64105 Cell: (816) 548-1839 E-mail: kc-google-uc@google.com

Segra (formerly UPN) Brandon Myer 7200 NW 86th Street, Suite M Kansas City, MO 64153 Cell: (816) 206-4257 E-mail: brandon.myer@segrafiber.com

Verizon Business (formerly MCI) Bryan Burger 10740 Nall Ave., Suite 400 Overland Park, KS 66211 Office: (913) 344-2007 Cell: (816) 204-4494 E-mail: bryan.burger@verizon.com

WANRack Jon Markarian 4550 W. 109th Street, Suite 115 Overland Park, KS 66211 Office: (816) 527-7237 E-mail: jon.markarian@wanrack.com

Zayo Group Barry Phillips E-mail: barry.phillips@zayo.com

Sheet No. Description

1 TITLE SHEET

2 GENERAL NOTES AND LEGEND

3 QUANTITIES

4-8 SURVEY DATA

9 GENERAL LAYOUT

10-11 TYPICAL SECTIONS

12-22 SIDEWALK PLAN

23-26 ROADWAY DETAILS

UTILITIES INDEX OF SHEETS

BENCHMARKS

(NAVD88)

http://www.jeo.com dsmalling Text Box

DAVID SMALLING

dsmalling Text Box 07/31/2025 dsmalling Image

NathanSB Typewritten Text

NathanSB Typewritten Text 8/1/2025

ISSUE

MARK DATE DESCRIPTION

07/31/2025 BID DOCUMENTS

Olathe 2025 Sidewalk Construction

250731.00

CAS

4400 COLLEGE BLVD, SUITE 200

OVERLAND PARK, KS 66211

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: CA-0069

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

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ADDITIONAL INFO:

GENERAL NOTES AND

LEGEND

GENERAL NOTES

1. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE CITY

OF OLATHE) AND ONE (1) COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION

STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES.

2. THE CITY OF OLATHE TECHNICAL SPECIFICATIONS, LATEST EDITION, SHALL GOVERN

CONSTRUCTION OF THIS PROJECT.

3. CONSTRUCTION OF THE IMPROVEMENTS SHOWN OR IMPLIED BY THIS SET OF DRAWINGS

SHALL NOT BE INITIATED OR ANY PART THEREOF UNDERTAKEN UNTIL THE CITY ENGINEER IS

NOTIFIED OF SUCH INTENT AND ALL REQUIRED AND PROPERLY EXECUTED BONDS AND

CONTRACT AGREEMENTS ARE RECEIVED AND APPROVED BY THE CITY ENGINEER.

4. WORK ON SATURDAYS OR LEGAL HOLIDAYS SHALL BE AS APPROVED BY THE CITY ENGINEER.

REQUESTS FOR PERMISSION TO WORK ON SATURDAYS MUST BE RECEIVED NO LATER THAN

3:00 P.M. ON THE PRECEDING THURSDAY. REQUESTS TO WORK ON LEGAL HOLIDAYS MUST BE

RECEIVED AT LEAST (5) WORKING DAYS PRIOR TO THE ANTICIPATED DATE OF THE WORK TO

BE PERFORMED. SUNDAY WORK WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCE. LEGAL

HOLIDAYS OBSERVED BY THE CITY OF OLATHE ARE NEW YEAR'S DAY, MARTIN LUTHER KING'S

BIRTHDAY, FEDERAL MONDAY, MEMORIAL DAY, JUNETEENTH, INDEPENDENCE DAY, LABOR

DAY, VETERAN'S DAY, THANKSGIVING DAY (INCLUDING THE FOLLOWING FRIDAY) A HALF DAY

FOR CHRISTMAS EVE, AND A FULL DAY FOR CHRISTMAS. THE ACTUAL DAYS OFF FOR THESE

HOLIDAYS MAY VARY AND IN CERTAIN SITUATIONS. ADDITIONAL DAYS MAY BE PART OF THE

AMOUNT OF TIME GRANTED AS AN OFFICIAL HOLIDAY BY THE CITY OF OLATHE. IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE DAYS PRIOR TO THE ACTUAL

REQUEST FOR FOR INSPECTION SERVICES.

5. THE CONTRACTOR SHALL AT NO TIME LEAVE EQUIPMENT, MATERIALS, OR DEBRIS IN

LOCATIONS THAT COULD OBSTRUCT INTERSECTION SIGHT DISTANCE, OBSTRUCT ANY

EXISTING CAPACITY OF THE STORM SEWER SYSTEM, OR CAUSE FLOODING OR SEDIMENT

RUNOFF TO RESIDENCES.

6. THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKS, FENCING, BARRICADES OR OTHER

PROTECTIVE MEASURES AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC

TRAVERSING THE PROJECT SITE. EQUIPMENT STORAGE AREAS AND MATERIAL STOCKPILES

SHALL BE LOCATED ON SITES PROVIDED BY THE CONTRACTOR WITH DUE REGARD TO

LOCATION, APPEARANCE, AND HAZARD POTENTIAL TO THE TRAVELING PUBLIC.

7. ALL BACKFILL SHALL BE TAMPED. WITHIN THE RIGHT-OF-WAY, NINETY-FIVE PERCENT (95%)

COMPACTION AT OPTIMUM MOISTURE IS REQUIRED.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS. ANY DISCREPANCY

BETWEEN THE DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS AND THOSE FOUND BY

THE CONTRACTOR SHALL BE SUPPLIED TO THE ENGINEER FOR APPROVAL PRIOR TO

CONSTRUCTION.

9. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ON THE PLANS. ANY

ADDITIONAL SODDING NEEDED BEYOND THE QUANTITIES SHOWN SHALL BE SUBSIDIARY TO

OTHER BID ITEMS NOTED.

10. THE TOP TWELVE INCHES (12") OF BACKFILL IN AREAS TO BE SODDED SHALL BE BACKFILLED

WITH TOPSOIL OF QUALITY EQUAL TO OR BETTER THAN THAT OF THE SOIL UNDERLAYING

ADJOINING SODDED AREAS. MATERIAL TO BE USED AS TOPSOIL SHALL BE APPROVED BY THE

ENGINEER PRIOR TO PLACEMENT. THE CONTRACTOR MAY, AT HIS OPTION, EXCAVATE AND

STOCKPILE THE EXISTING TOPSOIL IN A SUITABLE LOCATION AND REUSE THIS MATERIAL FOR

THE FINAL BACKFILL. ALL MATERIAL USED AS FINAL BACKFILL INCLUDING JOB EXCAVATED

MATERIAL, SHALL BE FREE FROM ROCK, GRAVEL OR OTHER UNSUITABLE MATERIAL.

IMMEDIATELY PRIOR TO THE PLACEMENT OF THE TOPSOIL, THE EXISTING GRADE SHALL BE

LOOSENED BY DISKING, SCARIFYING OR TILLING TO A DEPTH OF AT LEAST TWO INCHES (2")

TO PERMIT BONDING OF THE TOPSOIL TO THE UNDERLYING AREA.

11. THE CONTRACTOR MAY PURCHASE WATER REQUIRED FOR THE CONSTRUCTION OF THIS

PROJECT FROM THE CITY UTILITIES DEPARTMENT THROUGH THE USE OF A FIRE HYDRANT

WATER METER. METERS CAN BE OBTAINED FROM THE UTILITIES CENTER FOR A NOMINAL

DEPOSIT, REFUNDABLE UPON THE RETURN OF THE METER.

12. ALL EXISTING CONCRETE PAVEMENT, CURB AND GUTTER, DRIVEWAYS, SIDEWALKS OR

BITUMINOUS SURFACING TO BE REMOVED SHALL BE SAW CUT TO NEAT LINES AS SHOWN

ON THE PLANS OR TO THE NEAREST JOINT AS DIRECTED BY THE ENGINEER. ADDITIONAL

REMOVAL MAY BE ORDERED BY THE ENGINEER. ALL WASTE MATERIAL SHALL BE DISPOSED

OF ON SITES PROVIDED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. ALL

MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,

SIDEWALKS, DRIVEWAYS, ANY OTHER SURFACE, STRUCTURE, TREE OR SHRUB, ETC.

ADJACENT TO THE PROJECT. ALL REPAIRS SHALL BE MADE BY THE CONTRACTOR AT HIS

EXPENSE.

14. AT ALL LOCATIONS WHERE THE NEW CURB CONNECTS TO AN EXISTING CURB OF DIFFERENT

SHAPE, A TRANSITION SHALL BE MADE IN THE NEW CURB TO MATCH THE EXISTING CURB.

THE TRANSITION LENGTH SHALL BE FIVE FEET (5') IN LENGTH UNLESS OTHERWISE INDICATED

IN THE PLANS.

15. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES SO THAT ACCESS TO

ADJOINING PROPERTY IS MAINTAINED TO THE GREATEST EXTENT POSSIBLE.

16. POLICE, FIRE DEPARTMENTS, MED-ACT AND SCHOOL BUS COMPANIES SHALL BE NOTIFIED

PRIOR TO CLOSING ANY STREET. IN ADDITION, THE CONTRACTOR SHALL PROVIDE WRITTEN

NOTIFICATION TO ALL AFFECTED PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN

ADVANCE OF THE STREET BEING CLOSED. STREET CLOSURES REQUIRE THE APPROVAL OF

THE CITY ENGINEER.

17. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE CONSTRUCTION AREA FREE OF ALL

CONSTRUCTION DEBRIS, PLANT MATERIALS, TRASH, AND OTHER REFUSE THAT MAY APPEAR

AS A RESULT OF CONTRACTOR ACTIVITIES, CITY ACTIVITIES, UTILITY WORK OR OTHER

ACTIVITIES THAT MAY OCCUR WITHIN CONSTRUCTION LIMITS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL TEMPORARY EROSION AND

WATER POLLUTION CONTROL MEASURES. CONTRACTOR SHALL BE RESPONSIBLE FOR AND

PROVIDE ALL TEMPORARY EROSION AND WATER POLLUTION CONTROL MEASURES DURING

THE LIFE OF THE CONTRACT. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO OTHER BID

ITEMS.

19. TEMPORARY PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST VERSION OF THE

MUTCD AND WILL BE CONSIDERED SUBSIDIARY TO PERMANENT PAVEMENT MARKING BID

ITEMS.

20. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND ADJUSTING OR REBUILDING ALL

EXISTING MANHOLES AND CATCH BASINS. UTILITY CONTRACTOR IS RESPONSIBLE FOR

PROTECTING AND ADJUSTING OR REBUILDING ALL EXISTING MANHOLES, CATCH BASINS,

UTILITY VALVES, FIRE HYDRANTS AND METER PITS WITHIN CONSTRUCTION LIMITS TO THE

FINAL GRADE AS REQUIRED. THIS WORK SHALL BE SUBSIDIARY TO OTHER BID ITEMS UNLESS

NOTED OTHERWISE.

21. FOR ANY WORK AT THE INTERSECTION WITH AN ARTERIAL STREET REQUIRING THE CLOSURE

OF THE ARTERIAL CROSS STREET, THE CONTRACTOR SHALL PROVIDE A REQUEST FOR THE

CLOSURE AND A DETAILED DETOUR PLAN TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO

REQUESTED CLOSURE DATE.

22. ALL WORKMANSHIP AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY

THE CITY.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY PINS

AND ANY SURVEY MONUMENTS, WHETHER SHOWN ON THE PLANS OR NOT. ANY PROPERTY

PINS AND OR MONUMENTS THAT MAY BE DISTURBED BY CONSTRUCTION ACTIVITY SHALL

BE RECORDED PRIOR TO ANY DISTURBANCE AND VERIFIED AFTER CONSTRUCTION IS

COMPLETE. ANY PINS OR MONUMENTS FOUND TO BE DISTURBED SHALL BE RESET BY A

KANSAS LICENSED LAND SURVEYOR TO THE LOCATION AND CONDITION PRIOR TO

CONSTRUCTION. THIS WORK SHALL NOT REQUIRE NOR CONSTITUTE A PROPERTY OR

BOUNDARY SURVEY. PAYMENT FOR THIS WORK SHALL BE SUBSIDIARY TO CONSTRUCTION

STAKING.

24. ALL TREES, SHRUBS, BUSHES, AND BRUSH WITHIN THE GRADING LIMITS SHALL BE

PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS SPECIFICALLY INDICATED TO BE

REMOVED ON THE PLANS. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO

SPARE TREES AND LANDSCAPING TREES BY ADJUSTING BACK SLOPES DURING

CONSTRUCTION, AS APPROVED BY THE ENGINEER. ALL TREES WITHIN THE CONSTRUCTION

LIMITS TO BE SPARED SHALL BE PHYSICALLY PROTECTED PRIOR TO CONSTRUCTION BY

METHODS APPROVED BY THE ENGINEER.

25. ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR GRADING LIMITS AS

DIRECTED BY THE ENGINEER. GRADING LIMITS SHOWN ARE APPROXIMATE AND SHALL BE

ADJUSTED AS NEEDED TO PROPERLY MATCH THE EXISTING CONDITIONS AND MINIMIZE

IMPACTS TO ADJACENT PROPERTIES DURING CONSTRUCTION.

26. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF

UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD

LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION AND FOR

MAKING HIS OWN VERIFICATION AS TO THE TYPE AND LOCATION OF UNDERGROUND

UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. UTILITIES DAMAGED

THROUGH THE NEGLIGENCE OF THE CONTRACTOR TO OBTAIN THE EXACT LOCATION SHALL

BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

27. ANY POLES TO BE BRACED FOR CONSTRUCTION SHALL BE COORDINATED WITH EVERGY OR

THE OWNER OF THAT POLE. CONTRACTOR SHALL NOTIFY EVERGY 72 HOURS PRIOR TO

EXCAVATION ADJACENT TO THEIR POLES. ANY AND ALL COSTS ASSOCIATED WITH BRACES

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

28. EXISTING PERMANENT STRUCTURES SHOWN WITHIN THE CONSTRUCTION EASEMENTS

SHALL BE PRESERVED AND PROTECTED BY THE CONTRACTOR THROUGHOUT THE

CONSTRUCTION PERIOD UNLESS SHOWN TO BE REMOVED ON THE PLANS.

29. THE CITY OF OLATHE HAS THE RIGHT OF FIRST REFUSAL OF ANY OF THE DEMOLITION OR

REMOVAL ITEMS WITHIN THE STREET RIGHT-OF-WAY. THE INDIVIDUAL PROPERTY OWNERS

SHALL HAVE THE RIGHT OF FIRST REFUSAL ON ANY DEMOLITION OR REMOVAL ITEMS

WITHIN TEMPORARY CONSTRUCTION EASEMENTS (T.C.E.).

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AND IF DAMAGED,

RESTORING MAILBOXES, DRIVEWAY MARKERS, YARD LIGHTS, BASEMENT DRAINS, ROOF

DRAINS, SPRINKLER SYSTEMS AND UTILITY SERVICE LINE CONNECTIONS TO A CONDITION

EQUAL TO THAT BEFORE DAMAGE OCCURRED. MAILBOX ADJUSTMENTS, REINSTALLATIONS,

AND REPLACEMENTS SHALL BE SUBSIDIARY TO ALL OTHER BID ITEMS. TEMPORARY

MAILBOXES WILL BE PROVIDED TO AFFECTED RESIDENTS DURING CONSTRUCTION IN A

LOCATION ACCESSIBLE TO THE U.S. POST OFFICE DEPARTMENT.

31. THE TRAFFIC CONTROL REQUIREMENTS SHOWN IN THESE PLANS ARE MINIMUM

REQUIREMENTS ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF

SITUATIONS THAT MAY OCCUR ONCE CONSTRUCTION BEGINS. IN NO WAY DO THE

REQUIREMENTS SHOWN HEREIN RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR

SELECTING THE PROPER TRAFFIC CONTROL DEVICES AND IMPLEMENTATION PROCEDURES

THAT WILL INSURE THE SAFETY OF MOTORISTS, PEDESTRIANS, AND WORKERS AT ALL TIMES.

ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

32. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AS REQUIRED BY THE CITY OF

OLATHE TECHNICAL SPECIFICATIONS, DESIGN CRITERIA AND PLAN SET FOR PUBLIC

IMPROVEMENT PROJECTS, FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.

33. ALL EXCAVATION SHALL BE UNCLASSIFIED. NO SEPARATE OR ADDITIONAL PAYMENT WILL BE

MADE FOR ANY ROCK EXCAVATION REQUIRED FOR THESE IMPROVEMENTS. TRENCH

EXCAVATION SHALL BE SUBSIDIARY TO OTHER ITEMS OF WORK AND IS NOT INCLUDED IN

ANY EARTHWORK CALCULATIONS.

34. CONTRACTOR MAY NOT USE PRIVATE PARKING LOTS WITHOUT WRITTEN APPROVAL OF

OWNER. APPROVAL SHALL INCLUDE TERMS OF USE AND RESTITUTION. SHOULD THE

PARKING LOT BE DAMAGED THE CONTRACTOR SHALL BE REQUIRED TO REPAIR AND OR

REPLACE TO THE SATISFACTION OF THE OWNER. THE CITY WILL RETAIN THE ESTIMATED

COST OF REPAIRS UNTIL WORK IS COMPLETED.

35. THE CONTRACTOR SHALL PROVIDE A BULLETIN TO THE RESIDENTS AT LEAST 48 HOURS

PRIOR TO EACH PHASE OF CONSTRUCTION TO EXPLAIN TO RESIDENTS THE UPCOMING

ITEMS OF WORK, IMPACTS TO TRAFFIC, AND IMPACTS TO ACCESS TO THEIR HOUSE. THE

CONTRACTOR SHALL ALSO PROVIDE INFORMATION ON WHERE RESIDENTS ARE ALLOWED

TO PARK WHEN THEY CANNOT USE THEIR DRIVEWAY. THE BULLETIN SHALL BE SENT TO THE

ENGINEER FOR REVIEW THREE DAYS PRIOR TO DISTRIBUTION AND IS REQUIRED IN ADDITION

TO NOTIFICATIONS AS REQUIRED IN THE PROJECT SPECIAL PROVISIONS.

36. ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF ADAAG.

37. AREAS WITH EXCESS EXCAVATION SHALL BE SODDED AT THE CONTRACTOR'S EXPENSE.

CABLE TELEVISION

ELECTRIC (OVHD)

FIBER OPTIC LINE

OHE OHE

FO FO

GAS LINE

RIGHT-OF-WAY LINE ROW ROW

UTV UTV

LIMITS OF CONSTRUCTION LOC LOC

G G

CABLE TV (NS) <UTV> <UTV>

ELECTRIC (UGND) UGE UGE

RETAINING WALL

INTEGRAL CURB

FIRE HYDRANT (EXISTING)

POWER POLE (EXISTING)

WATER VALVE

GUY WIRE ANCHOR

LIGHT POLE

WATER METER

FIBER OPTICS PULL BOX

GAS METER

GAS VALVE

LEGEND

DRIVEWAY

FENCE (CHAINLINK)

EXISTING EX

EXISTING, NOT-SURVEYED NS

PROPOSED PR

OVERHEAD OVHD

UNDERGROUND UGND

TOP OF PAVEMENT TP

TOP OF CURB TC

GROUND GR

TOP OF WALL TW

BOTTOM OF WALL BW

FLOWLINE FL

PAVEMENT REPAIR

DETECTABLE

WARNING

PANEL

RAMP

CURB & GUTTER

REPLACEMENT

SOD

http://www.jeo.com dsmalling Image

SUMMARY OF QUANTITIES

ITEM NO. BID ITEM UNIT QUANTITY

COMMON ITEMS

1 MOBILIZATION LUMP SUM 1

2 TRAFFIC CONTROL LUMP SUM 1

3 CONSTRUCTION STAKING LUMP SUM 1

SITE WORK

4 CLEARING & GRUBBING LUMP SUM 1

5 REMOVE & REBUILD EXISTING WOOD FENCE LIN FT 60

6 REMOVE EXISTING CONCRETE DRIVE SQ YD 430

7 REMOVE EXISTING ASPHALT DRIVE SQ YD 65

8 REMOVE EXISTING GRAVEL DRIVE SQ YD 94

9 REMOVE EXISTING CONCRETE SIDEWALK SQ YD 61

10 REMOVE TREE EACH 4

UTILITY RELOCATIONS

11 ADJUST EXISTING SANITARY SEWER MANHOLE EACH 1

12 ADJUST EXISTING TRAFFIC SIGNAL MANHOLE EACH 1

ASPHALT WORK

13 CONSTRUCT FULL DEPTH STREET PATCH SQ YD 81

CONCRETE WORK

14 CONSTRUCT 4” CONCRETE SIDEWALK SQ YD 1,098

15 CONSTRUCT 6” CONCRETE SIDEWALK SQ YD 51

16 CONSTRUCT 6” CONCRETE SIDEWALK WITH INTEGRAL CURB SQ YD 67

17 CONSTRUCT 6” CONCRETE SIDEWALK WITH RETAINING WALL SQ YD 46

18 CONSTRUCT TYPE I SIDEWALK RAMP EACH 5

19 CONSTRUCT TYPE III SIDEWALK RAMP EACH 1

20 CONSTRUCT TYPE IV SIDEWALK RAMP EACH 1

21 CONSTRUCT 6” CONCRETE DRIVE SQ YD 521

22 CONSTRUCT 7” CONCRETE DRIVE SQ YD 37

23 REMOVE & REPLACE CONCRETE CURB & GUTTER LIN FT 683

FINAL CLEAN UP

24 SODDING SQ YD 1,046

ISSUE

MARK DATE DESCRIPTION

07/31/2025 BID DOCUMENTS

Olathe 2025 Sidewalk Construction

250731.00

CAS

4400 COLLEGE BLVD, SUITE 200

OVERLAND PARK, KS 66211

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: CA-0069

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

Dr aw ing N am e:

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Fil e P ath jeo \da ta\ Pr oje cts

\25

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ADDITIONAL INFO:

QUANTITIES

http://www.jeo.com

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ASPHALT PAVEMENT

CONCRETE

PAVEMENT

PATIO

6' TALL

WOOD PRIVACY FENCE

CONCRETE

PAVEMENT

W VIRGINIA LN

UTILITY

PULL BOX

10" DIAMETER

POWER POLE

PINE TREEMULTI-TRUNK

MULBERRY

ASPHALT PAVEMENT

PARKING AREA

8" WIDE CMU

RETAINING WALL

8" WIDE CMU

RETAINING WALL

20" x 20" BRICK PILLAR

8" WIDE BRICK WALL

VERTICAL

4" PVC PIPE

VERTICAL

4" PVC PIPE

SAMH

4' DIAMETER WELL

RIM ELEV = 1043.86'

8" CLAY FLOWLINE ELEV EAST = 1028.91'

8" CLAY FLOWLINE ELEV WEST (OUT) = 1028.80'

8" CLAY FLOWLINE ELEV NORTH = 1029.66'

SAMH

4' DIAMETER WELL

RIM ELEV = 1043.40'

6" CLAY FLOWLINE ELEV NORTH = 1030.37'

8" CLAY FLOWLINE ELEV EAST = 1029.52'

8" CLAY FLOWLINE ELEV WEST (OUT) = 1029.63'

1/2" REBAR

W/ "KS LS 491 MO LS 1277" CAP

GOVERNOR'S COURT

SIGN

NO PARKING SIGN

WITH ARROW POINTING WEST

NO PARKING

SIGN

SPEED LIMIT SIGN

25 MPH

BM-17

CP-31

OHE OHE OHE OHE OHE OHE

SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

CP-31

BM-17

ROW ROW ROW ROW ROW ROW

SHEDGRAVEL

CONC. PATIO

METAL GATE

ADA PAD

ASPHALT PAVEMENT

TURN

LANE

STOP

BAR

CROSSWALK

S T

W VIRGINIA LN

ELECTRIC MANHOLE

(TRAFFIC)

TOP OF

6" CONCRETE WALL

ELEV = 1045.40'

TOP OF

6" CONCRETE WALL

ELEV = 1045.35'

TOP OF

6" CONCRETE WALL

ELEV = 1045.40'TOP OF

6" CONCRETE WALL

ELEV = 1045.49'

STREET LIGHTING

PULL BOX

STOP

BAR

CROSSWALK

SIGNAL / POST

ON CONCRETE BASE

CITY OF OLATHE

TRAFFIC SIGNAL PULL BOX

ATMOS

SAMH

4' DIAMETER WELL

RIM ELEV = 1040.59'

8" CLAY FLOWLINE ELEV NNE = 1032.02' (DID NOT FIND CONNECTOR)

8" CLAY FLOWLINE ELEV WEST (OUT) = 1031.38'

8" CLAY FLOWLINE ELEV SSE = 1032.04'

SSMH

3.5' x 3.5' VAULT

RIM ELEV = 1039.54'

30" RCP FLOWLINE ELEV SOUTH = 1034.38'

30" RCP FLOWLINE ELEV NORTH (OUT) = 1034.18'

MARKING

STARTS HERE

CP-32

SAN SAN SAN SAN

CP-32

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-21 519357.35 11620823.15 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-22 522454.46 11619087.40 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-23 522837.04 11619338.11 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-24 522197.90 11619486.02 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-25 517786.56 11619258.52 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-26 520863.50 11624396.66 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-27 520211.96 11626105.85 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-28 519732.91 11626439.10 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-29 519866.39 11629315.64 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-30 519867.31 11628868.47 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-31 517132.71 11617661.10 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

CP-32 517128.27 11618204.22 5/8" REBAR WITH PLASTIC CAP STAMPED JEO

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-10 520853 11620015 1000.42 2" ALUMINUM DISK - JOHNSON COUNTY BM #632 IN NE

CORNER OF HEADWALL BOX CULVERT

BM-11 522002 11618969 1023.72 TOP END OF RAILROAD SPIKE IN WEST FACE OF POWER

POLE

BM-12 522825 11618974 1014.60 CHISELED SQUARE IN SW CORNER OF CURB INLET

BM-13 522684 11619467 1028.54 CHISELED SQUARE IN BASE OF LIGHT POLE

BM-14 521925 11619619 1025.39 TOP (OPERATING) NUT OF FIRE HYDRANT

BM-15 520166 11626095 1037.21 CHISELED SQUARE IN NW CORNER OF CURB INLET

BM-16 519853 11629057 1067.54 TOP END OF RAILROAD SPIKE IN NORTH FACE OF POWER

POLE

BM-17 517122 11618116 1043.43 CHISELED SQUARE IN SE CORNER OF CURB INLET

ISSUE

MARK DATE DESCRIPTION

07/31/2025 BID DOCUMENTS

Olathe 2025 Sidewalk Construction

250731.00

CAS

4400 COLLEGE BLVD, SUITE 200

OVERLAND PARK, KS 66211

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: CA-0069

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

SURVEY DATA

W VIRGINIA LANE

04D ra w in g N am e:

- C

O N

dw g Fi le P at h:

je o\ da ta \P ro je ct s\

0- O la th e

S id ew al k

C on st ru ct io n\

D es ig n\

D ra w in gs

Sh ee ts

Pl ot te d

By : A

M Y

Sh ee t S iz e:

D (3

Pl ot S ca le

: 1 :1

0 20 40

E http://www.jeo.com

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ADA PAD

1062 1061

1059 10

57 10

>E CEDAR ST

. D

. S

ASPHALT PAVEMENT

R D

E CEDAR ST

ATMOS

TOP OF PIPE

ELEV = 1053.80'

TOP OF

8" PIPE (NORTH-SOUTH)

ELEV = 1056.75'

TOP OF

6" PVC SANITARY LINE

ELEV = 1059.47'

TOP OF

4" GAS LINE

ELEV = 1060.33'TOP OF

2" GAS LINE (NORTH-SOUTH)

ELEV = 1065.94' TOP OF 1" WATER LINE

ELEV = 1062.06'

TOP OF 1" WATER LINE

ELEV = 1061.66'

SANITARY SEWER

NORTH-SOUTH MARKING

42" DEEP

POSSIBLE SERVICE LINE CROSSING ROAD HERE

UNKNOWN UTILITY

OWNER

UNKNOWN UTILITY

OWNER

UNKNOWN UTILITY

OWNER

WATER LINE MARKING

STOPS HERE

LANDSCAPE AREA

GOOGLE

FIBER

GOOGLE

FIBER

GOOGLE

FIBER

CPP

6' x 4' INLET

18" CPP FLOWLINE ELEV SE (OUT) = 1054.73'

CITY OF OLATHE

WMH

MANHOLE LID ELEV = 1057.31'

BOTTOM OF WELL ELEVATION = 1052.88' (SITTING WATER)

AT&T

ATMOS

18" DIAMETER

POWER POLE

18" DIAMETER

POWER POLE

INL

6'x4' INLET

LID ELEV = 1057.48'

24" CPP FLOWLINE ELEV EAST (OUT) = 1053.09'

18" CPP FLOWLINE ELEV NW = 1053.17'

18" CPP FLOWLINE ELEV SW = 1053.13'

5/8" REBAR

SAMH

4' DIAMETER WELL

RIM ELEV = 1065.31'

8" CLAY FLOWLINE ELEV SOUTH = 1058.88'

8" CLAY FLOWLINE ELEV EAST (OUT) = 1058.75'

SAMH

4' DIAMETER WELL

RIM ELEV = 1057.33'

8" CLAY FLOWLINE ELEV NORTH = 1051.96'

8" CLAY FLOWLINE ELEV WEST = 1052.13'

8" CLAY FLOWLINE ELEV SOUTH (OUT) = 1051.94'

1/2" REBAR

STOP SIGN

NO PARKING SIGN

WITH ARROW POINTING TO WEST

BM-16

CP-30 CP-29

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

G G G G

GOHEOH

E OHE

FO FO

FO FO FO FO

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

CP-30

BM-16

CP-29