3-3-C-072-26 2026 Sidewalk Construction Bid Plans.pdf

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POINT

NAME

NORTHING

US SURVEY FEET

EASTING

US SURVEY FEET ELEVATION LONG DESCRIPTION

BM-10 513381 11633258 1050.29 SOUTHEAST SIDE OF INTERSECTION OF E CHEROKEE LANE

WITH E CHEROKEE LANE

BM-11 513216 11632620 1057.68 TOP NUT OF FIRE HYDRANT, 20' NORTH OF CENTERLINE OF E

CHEROKEE LANE AND 100' EAST OF E OSAGE CIRCLE

CENTERLINE

BM-12 517677 11614349 1047.89 SQUARE CUT IN SOUTHEAST CORNER OF CURB INLET, 19'

SOUTH OF W FERREL DRIVE CENTERLINE AND 36' WEST OF

CENTERLINE OF DRIVEWAY FOR 1821 W FERREL DRIVE

BM-13 518672 11613944 1045.68 RAILROAD SPIKE IN SOUTH FACE OF POWER POLE AT THE

NORTHEAST QUADRANT OF THE INTERSECTION OF W

CHAMBERY DRIVE AND W WABASH STREET

BM-14 519333 11618199 1019.44 SQUARE CUT IN WEST CORNER OF CURB INLET ON NORTH

SIDE OF W ELM STREET, 110' WEST OF S PARKER STREET

CENTERLINE

BM-15 526746 11624005 1026.43 RAILROAD SPIKE IN NORTHWEST FACE OF POWER POLE, 28.9'

SOUTH OF E HAROLD STREET CENTERLINE AND 80' EAST OF

CENTERLINE OF DRIVEWAY TO 511 E HAROLD STREET

BM-16 522960 11623891 1019.66 SQUARE CUT IN SOUTHEAST CORNER OF CURB INLET ON

EAST SIDE OF N STEVENSON STREET, 18' SOUTH OF

CENTERLINE OF DRIVEWAY TO 504 N STEVENSON STREET

CITY OF OLATHE

2026 SIDEWALK CONSTRUCTION

SCALE: N.T.S.

R

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 ).

(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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N

CITY PROJECT NO. 3-C-072-26

PROJECT LOCATIONS

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

Street Lights Scott Burton Office: (913) 971-6015 E-mail: sjburton@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 Kane Manis Office: (913) 494-8876 E-mail: kane.manis@atmosenergy.com

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

Evergy Emergency: (816) 471-5275

Jorge Fernandez Office: (785) 508-2409 E-mail: jorge.fernandez@evergy.com

Jacob Ledger Cell: (816) 652-1655 E-mail: jacob.ledger@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

Charter (offering Spectrum) 8221 W. 119th Street Overland Park, KS 66213 Emergency: (866) 967-7611

Daron Dietz (Construction Supervisor) Office (913) 643-1972 E-mail: daron.dietz@spectrum.com

Anthony Freeman (Construction Coordinator III) Office: (913) 643-1918 E-mail: anthony.s.freeman@spectrum.com

Richard "Pup" Sieger (Construction Coordinator II) Office: (913) 643-1925 E-mail: richard.sieger@spectrum.com

Comcast Cable Dallas Swofford 4700 Little Blue Pkwy.

Independence, MO 64057 Cell: (816) 394-4600 E-mail: dallas_swofford@comcast.com

Everfast Fiber Damion Hays 9701 Lackman Rd.

Lenexa, KS 66215 Office: (913) 322-9750 Cell: (785) 371-6231 E-mail: damion.hays@everfastfiber.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) Brian Short Cell: (816) 400-9084 E-mail: brian.short@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

Sheet No. Description

1 TITLE SHEET

2 GENERAL NOTES AND LEGEND

3 QUANTITIES

4-10 SURVEY DATA

11-12 GENERAL LAYOUT

13-15 TYPICAL SECTIONS

16-27 SIDEWALK PLAN

28-31 ROADWAY DETAILS

32-33 STORM SEWER DETAILS

34-35 PAVEMENT MARKING AND SIGN DETAILS

UTILITIES INDEX OF SHEETS

BENCHMARKS

(NAVD88)

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

Additional Project Info:

TITLE SHEET

DAVID SMALLING 06/05/2026

6/5/2026Nate Baldwin, P.E. Digitally signed by Nate Baldwin, P.E.

Date: 2026.06.05 11:36:43-05'00' http://www.jeo.com

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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

FIRE HYDRANT (EXISTING)

POWER POLE (EXISTING)

WATER VALVE

GUY WIRE ANCHOR

LIGHT POLE

WATER METER

FIBER OPTICS PULL BOX

GAS METER

GAS VALVE

LEGEND

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

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

ADDITIONAL INFO:

GENERAL NOTES AND

LEGEND

PAVEMENT REPAIR

DETECTABLE

WARNING

PANEL

RAMP

CURB & GUTTER

REPLACEMENT

SOD

TEMPORARY

CONSTRUCTION EASEMENT

TCE

CONCRETE

SIDEWALK

COLORED STAMPED CONCRETE

INTEGRAL CURB

ASPHALT DRIVEWAY

CONCRETE DRIVEWAY

BLACK LANDSCAPE ROCK

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ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

ADDITIONAL INFO:

QUANTITIES

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 EXISTING ASPHALT DRIVE SQ YD 238

6 REMOVE EXISTING CONCRETE DRIVE SQ YD 592

7 REMOVE EXISTING CONCRETE SIDEWALK SQ YD 221

8 REMOVE TREE EACH 2

9 REMOVE AND RELOCATE LANDSCAPE ROCK EACH 5

10 REMOVE AND RESET MAILBOX EACH 2

11 REMOVE PARKING BLOCK EACH 1

UTILITY RELOCATIONS

12 ADJUST EXISTING STORM SEWER MANHOLE EACH 1

ASPHALT WORK

13 FULL DEPTH STREET PATCH SQ YD 78

14 INSTALL 4" BM-2B ASPHALT DRIVE BASE SQ YD 142

CONCRETE WORK

15 INSTALL 4” CONCRETE SIDEWALK SQ YD 627

16 INSTALL 4” CONCRETE SIDEWALK WITH INTEGRAL CURB SQ YD 156

17 INSTALL 4" COLORED STAMPED CONCRETE SQ YD 35

18 INSTALL TYPE I SIDEWALK RAMP EACH 6

19 INSTALL TYPE II SIDEWALK RAMP EACH 2

20 INSTALL TYPE III SIDEWALK RAMP EACH 2

21 INSTALL TYPE IV SIDEWALK RAMP EACH 1

22 INSTALL 6” CONCRETE DRIVE SQ YD 389

23 INSTALL 7” CONCRETE DRIVE SQ YD 300

24 INSTALL TYPE "C" CONCRETE CURB & GUTTER LIN FT 18

25 REMOVE & REPLACE CONCRETE CURB & GUTTER LIN FT 902

STORM DRAINAGE WORK

26 INSTALL 4' X 3' MODIFIED TYPE 10 CURB INLET EACH 1

27 INSTALL 2.5' X 7' NON-SETBACK CURB INLET TOP EACH 1

TRAFFIC WORK AND PAVEMENT MARKING

28 REMOVE TRAFFIC SIGNAL LOOP JUNCTION BOX EACH 1

29 4” YELLOW THERMOPLASTIC LIN FT 99

30 24” WHITE PREFORMED THERMOPLASTIC LIN FT 30

31 REMOVE PAVEMENT MARKING LIN FT 203

32 REMOVE AND RELOCATE EXISTING SIGN EA 2

33 PERMANENT STREET SIGNING EA 4

FINAL CLEAN UP

34 EXTEND SUMP PUMP DRAIN AND RELOCATE POP-UP

DRAIN EMITTER LUMP SUM 1

35 BLACK LANDSCAPE ROCK (1”-2”) WITH WEED

BARRIER LANDSCAPE FABRIC SQ YD 6

36 SODDING SQ YD 1012

RESIDENCE

SHED

RO

W

RO

W

RO

W

ROW ROW ROW ROW ROW ROW

ROW

ROW

ROW

S

PA

W

NE

E

DR

IV

E

E

OS

AG

E

CI

RC

LE

E CHEROKEE LANE

E CHEROKEE LANE

TACTILE INSERT

SPLIT TRUNK

PIN OAK

MAPLE

ATMOS

CLEAR FLAG

2001 E CHEROKEE LN

1401 S PARKER DR

1400 S PARKER DR

15" x 12" STUMP

TACTILE INSERT

6.5" WIDE

BRICK WALL

PIN OAK

6' TALL WOOD PANEL

PRIVACY FENCE

4" WIDE FENCE POSTS

USED FOR RETAINING WALL

3.5" RETAINING WALL

(BRICK)

BM-11

CP-102

BM-11

CP-102

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-11 513216 11632620 1057.68

TOP NUT OF FIRE HYDRANT, 20' NORTH OF CENTERLINE OF

E CHEROKEE LANE AND 100' EAST OF E OSAGE CIRCLE

CENTERLINE

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-102 513208.53 11632709.73 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

CHEROKEE LANE

04D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

0 20 40

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROWROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

GOOGLE FIBER

MARKING STOPS HERE WITH ARROW TO WEST AND SW

GOOGLE FIBER

MARKING STOPS HERE WITH ARROW TO EAST

GOOGLE FIBER

MARKING STOPS HERE WITH ARROW TO WNW

GOOGLE FIBER

MARKING STOPS HERE WITH ARROW TO SOUTHWEST

EVERGY

MARKING STOPS HERE WITH ARROW TO NORTHWEST

MARKING STOPS HERE WITH ARROW TO NORTHWEST

SAMH

RIM ELEV = 1048.86

8" CLAY FLOWLINE ELEV SE = 1042.57'

8" CLAY FLOWLINE ELEV ENE = 1042.47'

SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAMH

RIM ELEV = 1050.50

8" CLAY FLOWLINE ELEV NW = 1043.68'

8" CLAY FLOWLINE ELEV ENE = 1043.98'

6" CLAY FLOWLINE ELEV SE = 1043.92' (DID NOT FIND CONNECTION)

SSMH

3' x 6' CONCRETE BOX

RIM ELEV = 1049.42

21" TALL x 32" WIDE ELIPTICAL CMP FLOWLINE ELEV SSE = 1045.93' 21" TALL x 32" WIDE ELIPTICAL CMP FLOWLINE ELEV WNW = 1045.60'

SSMH

3' x 6' CONCRETE BOX

RIM ELEV = 1050.23

21" TALL x 32" WIDE ELIPTICAL CMP

FLOWLINE ELEV NNW = 1046.69'

E CHEROKEE PLACE

E CHEROKEE PLACE

E CHEROKEE LANE

E CHEROKEE LA

NE

GOOGLE FIBER

GOOGLE FIBER

MAPLE

ELM

ELM

COTTONWOOD

2028 E CHEROKEE PL

2024 E CHEROKEE PL

2024 E CHEROKEE LN

2020 E CHEROKEE LN

6" WIDE

BRICK WALL

RETAINING WALL IS DEGRATED

AND FALLING APART

6" BRICK

RETAINING WALL

3' x 3' DECORATIVE ROCK

3' x 3' DECORATIVE ROCK

3' x 3' DECORATIVE ROCK

2' x 4' DECORATIVE ROCK

3' x 3' DECORATIVE ROCK

SAMH

RIM ELEV = 1051.73

4" PVC FLOWLINE ELEV NORTH = 1046.22'

8" PVC FLOWLINE ELEV EAST = 1046.45'

4" PVC FLOWLINE ELEV SE = 1046.35'

4" PVC FLOWLINE ELEV SSE = 1046.28'

8" CLAY FLOWLINE ELEV WSW = 1045.81'

STREET NAME &

STOP SIGN

BM-10

CP-101

SAN

SAN

SAN

SAN

SAN

SAN

FO

FO

FO

FO

FO

FO

FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

UGE

UGE

CP-101

BM-10

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-10 513381 11633258 1050.29

SQUARE CUT IN SOUTHWEST CORNER OF AREA INLET ON

SOUTHEAST SIDE OF INTERSECTION OF E CHEROKEE LANE

WITH E CHEROKEE LANE

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-101 513466.31 11633367.18 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

CHEROKEE PLACE

05D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW

ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW

RO

W

RO

W

ST

ST

ST

ST

ST

ST ST ST

ST

ST

ST

ST

ST

ST

S

PA

RK

ER

S

TR

EE

T

W ELM STREET

SSMH

MANHOLE LID ELEVATION = 1018.60'

36" CMP FLOWLINE ELEV EAST = 1013.93'

36" CMP FLOWLINE ELEV WEST = 1013.65' (DID NOT FIND CONNECTOR)

19" TALL x 32" WEST ELLIPTICAL RCP FLOWLINE ELEV NNE = 1014.35'

SSMH

MANHOLE LID ELEVATION = 1018.62'

36" CMP FLOWLINE ELEV WEST = 1014.88'

32" CMP FLOWLINE ELEV SE = 1014.87'

SAMH

RIM ELEV = 1020.52

8" CLAY FLOWLINE ELEV EAST = 1011.77'

SAMH

RIM ELEV = 1019.40

8" CLAY FLOWLINE ELEV WEST = 1015.26'

6" CLAY FLOWLINE ELEV EAST = 1015.48' (COULD NOT FIND CONNECTION)

6" CLAY FLOWLINE ELEV SE = 1015.57' (TO BACK OF BUILDINGS)

CBS

6' x 4' CONCRETE BOX

MANHOLE RIM ELEV = 1018.54

24" CMP FLOWLINE ELEV NORTH = 1016.70' (SILTED)

CBS

4' x 6' CONCRETE BOX

MANHOLE RIM ELEV = 1018.48'

19" x 32" ELLIPTICAL RCP FLOWLINE ELEV WEST = 1015.48'

CBS

4 x 6' CONCRETE BOX

MANHOLE RIM ELEV = 1018.47'

24" RCP FLOWLINE ELEV ENE = 1015.17'

24" CMP FLOWLINE ELEV SW = 1015.09'

CBS

4 x 6' CONCRETE BOX

MANHOLE RIM ELEV = 1018.70

24" RCP FLOWLINE ELEV WSW = 1015.65'

CBS

3.3' x 4' CONCRETE BOX

MANHIOLE RIM ELEV = 1019.42

12" CMP FLOWLINE ELEV WSW = 1016.73'

CBS

2.5' x 7' CONCRETE BOX

32" CMP FLOWLINE ELEV NW = 1015.13'

19" x 32" ELLIPTICAL CONCRETE PIPE FLOWLINE ELEV EAST = 1015.21'

24" CMP FLOWLINE ELEV SOUTH = 1015.92'

TOP OF CURB

IS BROKEN

TACTILE

INSERT

ROLLING RIDGE APARTMENTS

SIGN GOOGLE FIBER

GOOGLE FIBER

ENDS AT RISER

EVERGY

TRAFFIC SIGNAL

MANHOLE

EVERGY

MARKING ENDS WITH ARROW TO EAST

EVERGY

MARKING ENDS WITH ARROW TO EAST

EVERGY

MARKING ENDS WITH ARROW TO EAST

EVERGY

MARKING ENDS WITH ARROW TO NORTH

EVERGY

MARKING ENDS WITH ARROW TO EAST

MARKING ENDS

WITH ARROW TO WEST

CONTINUES SOUTH

CONTINUES NORTH

GOOGLE FIBER

ENDS AT RISER

AT&T/D

ENDS AT RISER

AT&T/D

STARTS AT RISER

AT&T/D

MARKING ENDS

WITH ARROW TO WEST

EVERGY

TRAFFIC SIGNAL

MANHOLE

AT&T/D

GOOGLE FIBER

AT&T/D

<ST>

<ST>

<ST>

<ST>

<ST>

<ST>

<ST>

CBS

2.5' x 7' CONCRETE BOX

12" CMP FLOWLINE ELEV NE = 1016.54'

24" CMP FLOWLINE ELEV WEST = 1014.92' (COULD NOT FIND CONNECTOR)

GRT

21" x 28" GRATE

GRATE ELEV = 1018.32'

DROP PIPE DOWN TO 36" CMP

36" CMP FLOWLINE ELEV NORTH = 1016.58'

REDBUD 12" WIDE CONCRETE WALL

BOXELDER

BOXELDER

6' TALL PRIVACY

FENCE AROUND DUMPSTER

GARDEN BOX

4.5" WIDE

WOODEN GARDEN TIES

4" WIDE

PARKING STOP

TACTILE

INSERT

ASPHALT PATCH

8" WIDE

BRICK WALL

AT&T/D MARKING ENDS WITH ARROW TO NORTH

BM-14

CP-106

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UT

V

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

UGE

UGE UGE UGE

UGE

UTV UTV UTV UTV UTV UTV

UTV

UTV

UTV

UTV

UTV

UTV UTV UTV UTV UTV UTV

UTV

UTV

FO

FO

FOFOFOFO

FO

FO

FO

OH

E

OH

E

UTV UTV UTV

OHE

OHE

OHE

OHE

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

PL

PL

PL

PL

PL

PL

PL

BM-14

CP-106

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-106 519271.64 11617795.42 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-14 519333 11618199 1019.44

SQUARE CUT IN WEST CORNER OF CURB INLET ON NORTH

SIDE OF W ELM STREET, 110' WEST OF S PARKER STREET

CENTERLINE

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

ELM STREET

06D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

ROW ROW ROW ROW

ROW ROW ROW ROWROWROWROWROW

ROW

ROW

ROW

ROW

ROW

ROWROWROW

ROW

ROW

ROW

ROW

1048 1048

SAMH

RIM ELEVATION = 1042.97'

8" CLAY FLOWLINE ELEV WEST = 1036.70'

SAMH

8" CLAY FLOWLINE ELEV SE = 1043.76'

SAMH

RIM ELEV = 1046.89

8" CLAY FLOWLINE ELEV NW = 1041.24'

8" CLAY FLOWLINE ELEV EAST = 1040.93'

6" CLAY FLOWLINE ELEV SW = 1041.23' (DID NOT FIND CONNECTION)

W FERREL DRIVE

W FERREL DRIVE

UNKNOWN

UTILITY OPERATOR

SOUTHEAST CORNER

OF DRIVEWAY IS BROKEN OUT

SIVER MAPLE

PIN OAK

MARKING STOPS HERE

WITH ARROW TO NORTH

CONTINUES SSW

AT&T/D

CLEAR FLAG

MARKING STOP HERE

WITH ARROW TO SOUTH

1821 W FERREL DR

1818 W FERREL DR

1817 W FERREL DR

1813 W FERREL DR

1808 W FERREL DR

8" WIDE

BRICK WALL

8" WIDE

BRICK WALL

SIVER MAPLE

REDBUD

4" x 4" SQUARE STEEL BOLLARD

3.5' TALL

3" DIAMETER x 3' TALL

ROUND STEEL BOLLARD

3' WIDE x 2.5; TALL

BUSH LINE

BM-12

CP-104

G G

G

G

G G

G

OH

E

OH

E

OH

E

OHE

OHE

OH

E

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

BM-12

CP-104

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-104 517642.61 11614601.04 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-12 517677 11614349 1047.89

SQUARE CUT IN SOUTHEAST CORNER OF CURB INLET, 19'

SOUTH OF W FERREL DRIVE CENTERLINE AND 36' WEST OF

CENTERLINE OF DRIVEWAY FOR 1821 W FERREL DRIVE

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

FERREL DRIVE

07D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

<SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN><SAN>

<S

AN

<S

AN

<S

AN

<S

AN

<S

AN

RO

W

RO

W

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

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

RO

W

RO

W

RO

W

RO

W

ROW

E HAROLD STREET

N W

OO

DL

AN

D

ST

RE

ET

E HAROLD STREET

ST

ST

SAMH

RIM ELEV = 1005.24

COULD NOT OPEN

SAMH

RIM ELEV = 1006.14

COULD NOT OPEN

CBS

CIRCULAR BASIN - NO INLET

COULD NOT GET BASIN SIZE

24" CMP FLOWLINE ELEV WNW = 1001.64'

21" SMOOTH METAL PIPE FLOWLINE ELEV SOUTH = 1002.71'

SSMH

4' x 6.5' BRICK BOX

RIM ELEV = 1005.22'

24" CMP FLOWLINE ELEV ESE = 1000.04'

SSMH

4' x 6' CONCRETE BOX

RIM ELEV = 1006.09

21" SMOOTH METAL PIPE FLOWLINE ELEV NORTH = 1002.86'

SAMH

4' DIAMETER WELL

RIM ELEV = 1021.39

8" CLAY FLOWLINE ELEV EAST = 1004.17'

8" CLAY FLOWLINE ELEV WEST = 1013.84'

SAMH

4' DIAMETER WELL

RIM ELEV = 1009.12

8" CLAY FLOWLINE ELEV EAST = 1004.41'

8" PVC FLOWLINE ELEV NORTH = 1004.96' (COULD NOT FIND CONNECTION)

8" CLAY FLOWLINE ELEV SOUTH = 1003.32' (CONNECTOR SEIZED SHUT)

UNKNOWN UTILITY OPERATOR

MARKING STOPS

WITH ARROW TO NORTH

TACTILE INSERT

TACTILE INSERT

TACTILE INSERT

RED OAK

REDBUDREDBUD

OLD MAILBOX

MAPLE

GOOGLE FIBER

MARKING STOPS

WITH ARROW TO NORTH

GOOGLE FIBER

MARKING STOPS

WITH ARROW TO NORTH

GOOGLE FIBER

GOOGLE FIBER

GOOGLE FIBER

GOOGLE FIBER

GOOGLE FIBER

END MARKINGS NO ARROW

CONTINUES NORTH

CONTINUES EAST

ATT/D

MARKING STOP

ALL 4 LINES CONTINUE NORTH

ATT/D

MARKING STOP

ALL 4 LINES CONTINUE WEST

CONTINUES WEST

MARKING ENDS

WITH ARROW TO WEST

ATMOS

MARKING ENDS

WITH ARROW TO WEST ATMOS

ATMOS

MARKING ENDS

WITH ARROW TO NORTH

REDBUD

512 E HAROLD ST

520 E HAROLD ST511 E HAROLD ST

516 E HAROLD ST

509 E HAROLD STOLD MAILBOX

508 E HAROLD ST

504 E HAROLD ST500 E HAROLD ST

10' TALL

PRIVACY FENCE

9" WIDE

CONCRETE WALL

6" WIDE

CONCRETE WALL

STOP

SIGN

STOP

SIGN

STOP

SIGN

CP-108

OH

E

UTV

UTV

UTV

UTV

OHE

OHE

OHE

OHEOHE

UTV UTV UTV UTV

UTV UTV UTV

UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV

UTV

UTV

UTV

UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FOOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

G

G

FO FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

UT

V

UT

V

UT

V

UT

V

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

CP-108

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-108 526952.51 11623483.09 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-15 526746 11624005 1026.43

RAILROAD SPIKE IN NORTHWEST FACE OF POWER POLE,

28.9' SOUTH OF E HAROLD STREET CENTERLINE AND 80'

EAST OF CENTERLINE OF DRIVEWAY TO 511 E HAROLD

STREET

<SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN> <SAN>

RO

W

ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW

RO

W

RO

W

ROW ROW ROW ROW ROW ROW ROW ROW ROW

RO

W

RO

W

N W

AL

KE

R

LA

NE

E HAROLD STREET

SAMH

4' DIAMETER WELL

RIM ELEV = 1024.55

8" CLAY FLOWLINE ELEV NE = 1017.27'

8" CLAY FLOWLINE ELEV WEST = 1016.86'

TACTILE INSERT

TACTILE INSERT

REDBUD

GOOGLE FIBER

MAERKING STOPS

WITH ARROW TO SOUTH AND EAST

GOOGLE FIBER

MARKING STOPS

WITH ARROW TO EAST

GOOGLE FIBER

GOOGLE FIBER

ATT/D HIGH PROFILE

MARKING STOPS

WITH ARROW TO EAST

ATT/D

MARKING STOPS

WITH ARROW TO EAST

ATT/D

MARKING STOPS

WITH ARROW TO EAST

ATMOS

MARKING ENDS

WITH ARROW TO NORTH

CONTINUES SOUTH

ATMOS

MARKING ENDS

WITH ARROW TO SOUTH

528 E HAROLD ST524 E HAROLD ST

STOP

SIGN

STOP

SIGN

STOP

SIGN

BM-15

G G

G G

OHE

OHE

FO FO FO

UTV UTV UTV UTV UTV UTV UTV UTV

UTV UTV UTV

UTV UTV UTV UTV UTV UTV UTV UTV UTV UTV UTVFO FO FO FO FO FO FO FO FO FO FO FO

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO

SAN SAN SAN SAN

BM-15

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

HAROLD STREET

08D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

0 20 40

MA

TC

HL

IN

E

MA

TC

HL

IN

E

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW ROW ROW ROW ROW

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

RO

W

GATE

GATE

6" WIDE

CONCRETE WALL

N

ST

EV

EN

SO

N

ST

RE

ET

E PRAIRIE STREET

ST

ST ST ST ST ST ST ST ST ST ST ST ST ST ST

SSMH

RIM ELEV = 1026.94'

24" CMP FLOWLINE ELEV WEST = 1024.20'

STEP LANDING

ELEV = 1026.49'

STEP LANDING

ELEV = 1025.89'

STEP LANDING

ELEV = 1025.19'

SSMH

RIM ELEV = 1019.23

LOCKED SHUT (UNABLE TO OPEN)

GOOGLE FIBER

MARKING STOPS HERE

WITH ARROW TO WEST

GOOGLE FIBER

GOOGLE FIBER

GOOGLE FIBER

MARKING STOPS HERE

WITH ARROW TO EAST

ATT/D

MARKING STOPS HERE

WITH ARROW TO WEST

ATT/D

MARKING STOPS HERE

WITH ARROW TO WEST

ATT/D

MARKING STOPS HERE

WITH ARROW TO WEST

ATT/D

MARKING STOPS HERE

WITH ARROW TO EAST

ATT/D

GOOGLE FIBER

ATT/D

MARKING STOPS HERE

WITH ARROW TO EAST

ATMOS

MARKING STOPS HERE

WITH ARROW TO WEST AND NORTH

ATMOS

MARKING STOPS HERE

WITH ARROW TO WEST

ATMOS

MARKING STOPS HERE

WITH ARROW TO EAST AND NORTH

GOOGLE FIBER

MARKING ENDS

WITH ARROW TO SOUTHATMOS

CONTINUES TO METER

ATMOS

CONTINUES TO METER 12" WIDE

BRICK WALL

8" WIDE

CONCRETE WALL

8" WIDE

CONCRETE WALL

6" WIDE

CONCRETE WALL

6" WIDE

BRICK WALL

ATT/D

MARKING STOPS HERE

WITH ARROW TO EAST

ATMOS

MARKING STOPS HERE

WITH ARROW TO EAST

CBS

3' x 5' CONCRETE BOX

MANHOLE RIM ELEV = 1019.62

24" CMP FLOWLINE ELEV EAST = 1016.14'

21" TALL x 31" WIDE CMP FLOWLINE ELEV NORTH = 1016.02'

CBS

3.5' x 5' CONCRETE BOX

MANHOLE RIM ELEV = 1017.95

24" TALL x 36" WIDE CMP FLOWLINE ELEV EAST = 1013.83'

CBS

3.5' x 5' CONCRETE BOX

MANHOLE RIM ELEV = 1017.86

24" TALL x 36" WIDE CMP FLOWLINE ELEV WEST = 1013.80' 21" TALL x 31" WIDE CMP FLOWLINE ELEV SOUTH = 1013.96'

3' TALL FENCE

BM-16

CP-109

G

G G G G G

UTV UTV UTV UTV UTV

FO FO FO FO FO

FO FO

FO FO

FO

FO

FOFOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

UTV

UTV

UTV

G G

G G

BM-16

CP-109

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-109 523015.31 11623890.67 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-16 522960 11623891 1019.66

SQUARE CUT IN SOUTHEAST CORNER OF CURB INLET ON

EAST SIDE OF N STEVENSON STREET, 18' SOUTH OF

CENTERLINE OF DRIVEWAY TO 504 N STEVENSON STREET

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

STEVENSON DRIVE

09D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

EN

N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

RO

W

RO

W

RO

W

RO

W

ROWROW ROW ROW ROW ROWROW ROW ROW

SAMH

RIM ELEV = 1043.66

8" CLAY FLOWLINE ELEV EAST = 1037.74'

6" CLAY FLOWLINE ELEV SSW = 1038.02' (DID NOT FIND CONNECTION)

6" CLAY FLOWLINE ELEV NORTH = 1037.91' (DID NOT FIND CONNECTION)

W C

HA

MB

ER

Y

DR

IV

E

W WABASH STREET W WABASH STREET

POST OAK

EVERGY

MARKING STOPS HERE

WITH ARROW TO SOUTH

MARKING STOPS HERE

WITH ARROW TO EAST

ELM

AT&T/D

MARKING STARTS HERE

WITH ARROW TO WEST

AT&T/D

AT&T

ATMOS

ASH

BASKETBALL GOAL

10" WIDE DECORATIVE

BRICK WALL

3" CEDAR SAP

GATE

3' TALL

ST

STREET NAME

AND STOP SIGN

BM-13

CP-105

G G

G

G

UGE

UT

V

UTV

UTV

SAN SAN SAN SAN SAN SAN SAN

CP-105

BM-13

HORIZONTAL SURVEY CONTROL - KRCS ZONE 11 (KANSAS CITY)

POINT NORTHING EASTING LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

CP-105 518627.96 11613512.10 5/8" REBAR WITH CAP STAMPED "CONTROL POINT"

BENCHMARKS - NAVD88

POINT NORTHING EASTING ELEVATION LONG

NAME US SURVEY FEET US SURVEY FEET DESCRIPTION

BM-13 518672 11613944 1045.68

RAILROAD SPIKE IN SOUTH FACE OF POWER POLE AT THE

NORTHEAST QUADRANT OF THE INTERSECTION OF W

CHAMBERY DRIVE AND W WABASH STREET

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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

WABASH STREET

10D ra w in g N am e:

C

- C

O N

TR

O

L.

dw g Fi le P at h:

J :\P ro je ct s\

.0

1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs

\0 2-sh ee ts Pl ot te d By

: M

AD

D

IE

B R

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N

FO

ER

D

ER

Sh ee t S iz e:

A

N

SI

E

XP

AN

D

D (3

4.

X

2.

IN

C

H

ES

Pl ot S ca le

: 1 :1 N

W ELM ST

SHEET 19 - 21

S

PA

R

KE

R S

T

TCE

TCE

LOC

LOC

SHEET 22

W FERREL DR

W

CHAMBERY DR

LOC

LOC

LOC

SHEET 16

E CHEROKEE LN

E O

SA

G

E C

IR

S

PA

W

N

EE

D R

CITY'S COMMENT TO MATCH AT

DRIVE TO JUST PAST THEIR MAILBOX,

THEN PLACE SIDEWALK ON BACK OF

CURB WITH CURB WALL IN ORDER TO

GRADE IN BEFORE THE EXISTING

FENCE.

E CHEROKEE LN

E CHEROKEE PL

SHEET 17 - 18

ISSUE

BD

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

GENERAL LAYOUT

11D ra w in g N am e:

C

- G

EN

ER

AL

L

AY

O

U T.

dw g

Fi le

P at h:

J

:\P ro je ct s\

.0 1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs \0

2-sh ee ts

Pl ot te d

By : M

AD

D

IE

B

R

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FO

ER

D

ER

Sh ee t S iz e:

A N

SI

E

XP

AN

D D

(3 4.

X

2.

IN

C H

ES

Pl ot

S ca le : 1

:1

N

0 100 200

N

0 100 200

N

0 100 200

0 100 200

N

SHEET 26

N STEVENSON ST

E

PR

AI

R

IE

S

T

LOC LOC

SHEET 23 - 25

E HAROLD ST

N W

O O

D

LA

N D

S T

N W

AL

KE

R L

N

SHEET 27

W WABASH ST

W

CHAMBERY DR

LOC LOC

GENERAL LAYOUT

12D ra w in g N am e:

C

- G

EN

ER

AL

L

AY

O

U T.

dw g

Fi le

P at h:

J

:\P ro je ct s\

.0 1-ol at he si de w al k co ns tru ct io n\

D es ig n\ dr aw in gs \0

2-sh ee ts

Pl ot te d

By : M

AD

D

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D

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Sh ee t S iz e:

A N

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XP

AN

D D

(3 4.

X

2.

IN

C H

ES

Pl ot

S ca le : 1

:1

N

0 100 200

ISSUE

BD

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

N

0 100 200

N

0 100 200

NOTES

1. JOINTS SHALL BE FORMED AT RIGHT ANGLES TO THE ALIGNMENT OF THE

SIDEWALK AND TO THE DEPTHS INDICATED BELOW.

2. THE SIDEWALK SHALL BE MARKED OFF INTO SQUARE STONES BY

CONTRACTION JOINTS. CONTRACTION JOINTS SHALL BE ONE-EIGHTH (1

8) INCH

WIDE BY ONE (1) INCH DEEP. IF SIDEWALK THICKNESS IS INCREASED THE

DEPTH OF THE JOINT WILL BE INCREASED PROPORTIONALLY.

3. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALK ABUTS OTHER

STRUCTURES AND SHALL NOT BE SPACED MORE THAN 50 FEET APART ON

STRAIGHT RUNS FOR HAND LAID SIDEWALK AND NOT MORE THAN 200 FEET

APART ON STRAIGHT RUNS FOR MACHINE LAID SIDEWALKS.

4. EXPANSION JOINTS SHALL BE FORMED BY ONE-HALF (1

2) INCH THICK

PREFORMED JOINT FILLER, EXTENDING THE FULL DEPTH OF THE SLAB, AND

SECURED SO THAT THEY ARE NOT MOVED BY DEPOSITING AND COMPACTING

THE CONCRETE AT THESE JOINTS.

5. WHEN SIDEWALK IS INSTALLED ADJACENT TO A STORM STRUCTURE, THE

SIDEWALK MUST BE DOWELED INTO STRUCTURE USING #4 BARS @ 18"

INTERVALS. INCREASE SIDEWALK THICKNESS TO 6" TO MAINTAIN 2" OF COVER

FOR REBAR.

6. KCMMB4K CONCRETE SHALL BE USED THROUGHOUT AND ADHERE TO CITY OF

OLATHE TECHNICAL SPECIFICATIONS SECTION 2000 AND 2100.

7. ALL SIDEWALKS SHALL BE CONSTRUCTED AT OR NEAR THE EXISTING GROUND

LINE TO PROVIDE MINIMAL GRADING. ALL WORK SHALL BE PERFORMED

WITHIN THE EXISTING ROW UNLESS OTHERWISE NOTED ON THE PLANS.

5'1' VARIES

CHEROKEE PLACE

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

EX. SLOPE

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

CHEROKEE PLACE

6'

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

6" VARIES

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

INTEGRAL CURB

12" MAX. HEIGHT

EX

. R

OWVARIES

7'

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

CHEROKEE LANE

6" MIN. CONCRETE

SIDEWALK

6" VARIES

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

INTEGRAL CURB

12" MAX. HEIGHT

EX

. R

OW

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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:

C0

TY

PI

CA

LS

.dw g Fil e P ath

: J :\P ro jec ts\

.01 -o lat he si de wa lk co ns tru cti on \7

De sig n\2 dr aw ing s\0 2-sh ee ts Pl ott ed

B y:

MA

DD

IE

B

RE

NN

FO

ER

DE

R

Sh ee t S ize

: A

NS

I E

XP

AN

D

D (3

4.0 0 X

.00

IN

CH

ES

Pl ot

Sc ale

: 1 :1

ADDITIONAL INFO:

TYPICAL SECTIONS

2024 E CHEROKEE LANE

1400 S PAWNEE DR

2001 CHEROKEE LN

2028 E CHEROKEE LANE

2029 E CHEROKEE LANE

SIDEWALK AND TO THE DEPTHS INDICATED BELOW.

2. THE SIDEWALK SHALL BE MARKED OFF INTO SQUARE STONES BY

CONTRACTION JOINTS. CONTRACTION JOINTS SHALL BE ONE-EIGHTH (1

8) INCH

WIDE BY ONE (1) INCH DEEP. IF SIDEWALK THICKNESS IS INCREASED THE

DEPTH OF THE JOINT WILL BE INCREASED PROPORTIONALLY.

3. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALK ABUTS OTHER

STRUCTURES AND SHALL NOT BE SPACED MORE THAN 50 FEET APART ON

STRAIGHT RUNS FOR HAND LAID SIDEWALK AND NOT MORE THAN 200 FEET

APART ON STRAIGHT RUNS FOR MACHINE LAID SIDEWALKS.

4. EXPANSION JOINTS SHALL BE FORMED BY ONE-HALF (1

2) INCH THICK

PREFORMED JOINT FILLER, EXTENDING THE FULL DEPTH OF THE SLAB, AND

SECURED SO THAT THEY ARE NOT MOVED BY DEPOSITING AND COMPACTING

THE CONCRETE AT THESE JOINTS.

5. WHEN SIDEWALK IS INSTALLED ADJACENT TO A STORM STRUCTURE, THE

SIDEWALK MUST BE DOWELED INTO STRUCTURE USING #4 BARS @ 18"

INTERVALS. INCREASE SIDEWALK THICKNESS TO 6" TO MAINTAIN 2" OF COVER

FOR REBAR.

6. KCMMB4K CONCRETE SHALL BE USED THROUGHOUT AND ADHERE TO CITY OF

OLATHE TECHNICAL SPECIFICATIONS SECTION 2000 AND 2100.

7. ALL SIDEWALKS SHALL BE CONSTRUCTED AT OR NEAR THE EXISTING GROUND

LINE TO PROVIDE MINIMAL GRADING. ALL WORK SHALL BE PERFORMED

WITHIN THE EXISTING ROW UNLESS OTHERWISE NOTED ON THE PLANS.

5'2' VARIES

FERREL DRIVE

4" MIN. CONCRETE

SIDEWALK

EX. SLOPE

EXIST. CURB & GUTTER

EX. SLOPE

4:1 TYP.

UNLESS

OTHERWISE NOTED

ON PLANS

EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

FERREL DRIVE

5' 6'VARIES

SLOPE: 1.5%

4" MIN. CONCRETE

SIDEWALK

EX. SLOPE

EXIST. CURB & GUTTER

EX. SLOPE

4:1 TYP.

UNLESS

OTHERWISE NOTED

ON PLANS

EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

5'5'

ELM STREET

EX

IS

T.

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

VARIES

TYPE B CURB

VARIES EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

5' 5'

ELM STREET

EX

IS

T.

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

VARIES

TYPE B CURB

VARIESEX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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:

C0

TY

PI

CA

LS

.dw g Fil e P ath

: J :\P ro jec ts\

.01 -o lat he si de wa lk co ns tru cti on \7

De sig n\2 dr aw ing s\0 2-sh ee ts Pl ott ed

B y:

MA

DD

IE

B

RE

NN

FO

ER

DE

R

Sh ee t S ize

: A

NS

I E

XP

AN

D

D (3

4.0 0 X

.00

IN

CH

ES

Pl ot

Sc ale

: 1 :1

ADDITIONAL INFO:

TYPICAL SECTIONS

1818 W FERREL DR

1808 W FERREL DR

1817 W FERREL DR

1813 W FERREL DR

1000 W ELM ST

397 S PARKER ST

1003 W ELM ST

401 S PARKER ST

SIDEWALK AND TO THE DEPTHS INDICATED BELOW.

2. THE SIDEWALK SHALL BE MARKED OFF INTO SQUARE STONES BY

CONTRACTION JOINTS. CONTRACTION JOINTS SHALL BE ONE-EIGHTH (1

8) INCH

WIDE BY ONE (1) INCH DEEP. IF SIDEWALK THICKNESS IS INCREASED THE

DEPTH OF THE JOINT WILL BE INCREASED PROPORTIONALLY.

3. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALK ABUTS OTHER

STRUCTURES AND SHALL NOT BE SPACED MORE THAN 50 FEET APART ON

STRAIGHT RUNS FOR HAND LAID SIDEWALK AND NOT MORE THAN 200 FEET

APART ON STRAIGHT RUNS FOR MACHINE LAID SIDEWALKS.

4. EXPANSION JOINTS SHALL BE FORMED BY ONE-HALF (1

2) INCH THICK

PREFORMED JOINT FILLER, EXTENDING THE FULL DEPTH OF THE SLAB, AND

SECURED SO THAT THEY ARE NOT MOVED BY DEPOSITING AND COMPACTING

THE CONCRETE AT THESE JOINTS.

5. WHEN SIDEWALK IS INSTALLED ADJACENT TO A STORM STRUCTURE, THE

SIDEWALK MUST BE DOWELED INTO STRUCTURE USING #4 BARS @ 18"

INTERVALS. INCREASE SIDEWALK THICKNESS TO 6" TO MAINTAIN 2" OF COVER

FOR REBAR.

6. KCMMB4K CONCRETE SHALL BE USED THROUGHOUT AND ADHERE TO CITY OF

OLATHE TECHNICAL SPECIFICATIONS SECTION 2000 AND 2100.

7. ALL SIDEWALKS SHALL BE CONSTRUCTED AT OR NEAR THE EXISTING GROUND

LINE TO PROVIDE MINIMAL GRADING. ALL WORK SHALL BE PERFORMED

WITHIN THE EXISTING ROW UNLESS OTHERWISE NOTED ON THE PLANS.

5'VARIES

STEVENSON ST

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

EX. SLOPE

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

VARIES EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

6'

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

6" VARIES

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

INTEGRAL CURB

12" MAX. HEIGHT

EX

. R

OWVARIES

STEVENSON ST

6'

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

6"VARIES

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

INTEGRAL CURB

9" HEIGHT

EX

. R

OW VARIES

STEVENSON ST

5'VARIES

WABASH ST

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

EX. SLOPE

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

1' EX

. R

OW

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

6'

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

HAROLD ST

4" MIN. CONCRETE

SIDEWALK

6"VARIES

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

INTEGRAL CURB

12" MAX. HEIGHT

EX

. R

OW VARIES

5'VARIES VARIES

HAROLD ST

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

TOWARDS CURB

4" MIN. CONCRETE

SIDEWALK

EX

. R

OW

EXIST. CURB & GUTTER

4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

5'VARIES VARIES

HAROLD ST

SLOPE: 1.5% TYP.

1% (MIN) TO 2% (MAX)

AWAY FROM CURB

4" MIN. CONCRETE

SIDEWALK

EX

. R

OW

EXIST. CURB & GUTTER4:1 TYP.

3:1 MAX. UNLESS

OTHERWISE NOTED

ON PLANS

ISSUE

BD

MARK DATE DESCRIPTION

04/17/2026 BID DOCUMENTS

Olathe 2026 Sidewalk Construction

250731.01

JEO

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:

TYPICAL SECTIONS

424 E PRAIRIE ST

504 N STEVENSON ST

1859 W CHAMBERY DR

1813 W WABASH ST

500 E HAROLD ST

504 E HAROLD ST

508 E HAROLD ST

512 E HAROLD ST

516 E HAROLD ST

520 E HAROLD ST

524 E HAROLD ST

528 E HAROLD ST

528 E HAROLD ST

424 E PRAIRIE ST

421 E PRAIRIE ST

LOC

LOC LOC LOC

LOC

LOC

LOC

LOCLOCLOCLOCLOCLOCLOC

LOC

CP-102

BM-11

ROW

ROW

ROW

ROW

ROW

ROWROWROW

ROW

ROW

RO

W

RO

W

RO

W

ROW ROW ROW ROW ROW ROW ROW ROW

FULL…