1-01 - OLA25305 - Final 100% Design Drawings - 10-02-25.pdf

PDF 27 MB Posted Oct 17, 2025

Attached to: Construction of Lone Elm Park Sanitary Sewer Extension
Solicitation number: IFB-1-C-008-25
Issued by: Sumner County, Kansas

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Written by GovTribe AI · Oct 21, 2025

These are final 100% design drawings for the Lone Elm Park Sanitary Sewer Extension Project by the City of Olathe, Kansas, prepared by Freese and Nichols, Inc. The project involves installing approximately 1,179 linear feet of 18" PVC sanitary sewer through open cut construction, including four 5' diameter polymer concrete manholes, a connection to an existing sanitary sewer manhole, and crossing a Cedar Creek tributary. The work will be performed primarily within Lone Elm Park and includes site preparation, clearing, grubbing, and restoration. Key project components include construction staking, sanitary sewer pipe installation, trench and backfill, manhole installations, concrete encasement, sewer connections, aggregate ditch lining, riprap, silt fence installation, seeding, and a CCTV inspection of the sewer pipe.

The project documents indicate the work will be conducted according to the City of Olathe's Technical Specifications for Public Improvement Projects, revised January 2025, and standard details. The estimated project cost is not explicitly stated, but the design drawings include a summary of plan quantities with line items for various construction activities. The project site involves multiple easements, including 10' utility easements, 20' and 15' tree preservation easements, and a 30' building line. The contractor will need to carefully navigate the site, avoiding existing infrastructure like soccer fields, parking lots, and a wooden pedestrian bridge. Environmental considerations include erosion control measures, sediment fencing, and restoration requirements, particularly when crossing the Cedar Creek tributary.

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FNI PROJECT NO. OLA25305

FINAL 100% SUBMITTAL

OCTOBER 2025

CITY OF OLATHE, KANSAS

LONE ELM PARK SANITARY SEWER EXTENSION PROJECT

CITY PROJECT NO. 1-C-008-25

Freese and Nichols, Inc Kansas Registered Engineering Firm E-814

Expiration Date 12/31/2026

167TH STREET

M R

U S-

PROJECT LOCATION

INDEX OF SHEETS

INDEX

GENERAL

CIVIL

DETAILS

REFERENCE DRAWINGS

UTILITY CONTACTS

GAS - ATMOS ENERGY - 1-866-322-8667

POWER - EVERGY KANSAS METRO SERVICE AREA - 1-888-LIGHT-KC OR 1-888-544-4852

SANITARY SEWER - CITY OF OLATHE PUBLIC WORKS & UTILITIES DEPARTMENT - 913-971-9311

STORM SEWER - CITY OF OLATHE PUBLIC WORKS & UTILITIES DEPARTMENT - 913-971-9311

TELECOM - BRIGHTSPEED - 1-833-MY-BRSPD

TELECOM - EVERFAST FIBER NETWORKS - 913-825-3000

WATER - WATERONE - 913-895-1806

WATER OR IRRIGATION WITHIN LONE ELM PARK PROPERTY - CITY OF OLATHE PARKS &

RECREATION DEPARTMENT - DENNY HAGGERTY - 913-208-7913

CITY ENGINEER DATE

APPROVED FOR ONE YEAR FROM THIS DATE

APPROVED:

175TH STREET

PROJECT LOCATION MAP

LONE ELM PARK

NOT TO SCALE

KANSAS 811 - 1-800-DIG-SAFE OR 1-800-344-7233

6550 Sprint Parkway Suite 200 Overland Park, Kansas 66211 Phone: (913)-228-2334

DESCRIPTION

COVER SHEET

GENERAL NOTES

ABBREVIATIONS, LEGENDS, AND SYMBOLS

SURVEY CONTROL

SITE EXISTING UTILITIES MAP AND FLOODWAY MAP

GENERAL LAYOUT

PLAN AND PROFILE - STA 0+00 TO STA 4+50

PLAN AND PROFILE - STA 4+50 TO STA 9+00

PLAN AND PROFILE - STA 9+00 TO STA END

EROSION CONTROL

STANDARD DETAILS 1 OF 4

STANDARD DETAILS 2 OF 4

STANDARD DETAILS 3 OF 4

STANDARD DETAILS 4 OF 4

REFERENCE DRAWING 1 OF 3

REFERENCE DRAWING 2 OF 3

REFERENCE DRAWING 3 OF 3

SHEET NO.

G-1 G-2 G-3 G-4 G-5

C-1 C-2 C-3 C-4 C-5

D-1 D-2 D-3 D-4

R-1 R-2 R-3

2025 Microsoft Corporation 2025 Maxar CNES (2025) Distribution Airbus DS 2025 TMAP MOBILITY Earthstar Geographics SIOC C C C

Lone Elm Park Sanitary Sewer Extension (City Project No. 1-C-008-25) 1 Mobilization 1 LS 2 Construction Staking 1 LS 3 Clearing & Grubbing 1 LS 4 Sanitary Sewer Pipe - 18" PVC 1,179 LF 5 Trench & Backfill 1,179 LF 6 5' Dia. Standard Manhole, 0' - 6' Deep 4 EA 7 5' Dia. Manhole Extra Depth 34.1 VF 8 Concrete Encasement 100 LF 9 Sanitary Sewer Connections 1 EA

10 Install Aggregate Ditch Lining 280 SY 11 Install Riprap 280 SY 12 Install Silt Fence 1,700 LF 13 Restoration 1 LS 14 Seeding 1 AC 15 Sanitary Sewer Pipe - 18" PVC - CCTV Inspection 1,179 LF 16 Owner's Contingency Allowance 1 LS

SUMMARY OF PLAN QUANTITIES

SHEET

SEQ.

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FINAL 100% SUBMITTAL

F O

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N O

CITY OF OLATHE SANITARY SEWER GENERAL NOTES:

1. DEVELOPMENT PLANS ARE APPROVED INITIALLY FOR ONE (1) YEAR, AFTER WHICH THEY AUTOMATICALLY BECOME VOID AND MUST BE UPDATED AND RE-APPROVED BY THE CITY ENGINEER BEFORE ANY CONSTRUCTION WILL BE PERMITTED.

2. THE CITY OF OLATHE PLAN REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH CITY OF OLATHE DESIGN CRITERIA AND THE CITY CODE. CITY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, OR DIMENSIONS AND ELEVATIONS. CITY OF OLATHE THROUGH APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY OTHER THAN AS

STATED ABOVE FOR THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.

3. CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE CITY OF OLATHE) WITH A STATE APPROVAL STAMP ON THE TITLE SHEET AND ONE (1) COPY OF THE APPROPRIATE TECHNICAL SPECIFICATIONS AND

DESIGN CRITERIA FOR PUBLIC IMPROVEMENT PROJECTS AT THE JOB SITE AT ALL TIMES.

4. 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.

5. THE CITY OF OLATHE TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS, LATEST EDITION, SHALL GOVERN

CONSTRUCTION OF THIS PROJECT.

6. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE CITY ENGINEER, HOWEVER, ALL UTILITIES MAY NOT BE SHOWN. UTILITIES DAMAGED THROUGH THE NEGLIGENCE OF THE CONTRACTOR TO OBTAIN THE LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR

EXPENSE.

7. BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE. NO FILL SHALL BE PLACED IN FUTURE RIGHTS-OF-WAY UNDER A LAND DISTURBANCE PERMIT UNLESS

APPROVED BY THE CITY ENGINEER.

8. ALL TRENCH EXCAVATION BENEATH EXISTING AND PROPOSED STREETS SHALL BE BACKFILLED IN ACCORDANCE WITH TECHNICAL SPECIFICATION SECTION 4000. ALTERNATE BACKFILL MATERIALS SHALL REQUIRE THE APPROVAL OF THE CITY

ENGINEER.

9. ALL SERVICE LINES SHALL BE LAID ON A 1.00% MINIMUM GRADE UNLESS APPROVED BY THE CITY ENGINEER.

10. WHERE AVAILABLE, ALL WATER REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE PURCHASED FROM THE PUBLIC WORKS DEPARTMENT USING A FIRE HYDRANT WATER METER. METERS CAN BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT, FIELD OPERATIONS DIVISION, FOR A NOMINAL DEPOSIT THAT IS REFUNDABLE UPON THE RETURN

OF THE METER.

11. SATURDAY WORK SHALL BE AS APPROVED BY THE CITY ENGINEER. NO WORK SHALL BE PERMITTED ON SUNDAY OR A

HOLIDAY.

12. RELOCATION OF ANY WATER LINE, SEWER LINE, OR SERVICE LINE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT THEIR EXPENSE.

13. THE CONTRACTOR SHALL INSTALL AND PROPERLY MAINTAIN A MECHANICAL PLUG AT ALL CONNECTION POINTS WITH

EXISTING LINES UNTIL SUCH TIME THAT THE PROPOSED LINE IS TESTED AND APPROVED.

14. TO PREVENT DAMAGE TO MAIN SEWER LINE, ALL BLASTING REQUIRED FOR LATERALS STUB LINES SHALL BE PERFORMED

DURING BLASTING FOR THE MAIN LINE.

15. A PRE-BLAST SURVEY SHALL BE APPROVED BY THE FIRE MARSHALL PRIOR TO THE INITIATION OF BLASTING OPERATIONS.

16. ALL STRUCTURAL INSPECTIONS SHALL BE COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF KANSAS.

CITY OF OLATHE EROSION AND SEDIMENT CONTROL GENERAL NOTES:

1. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE APPROVED PLAN. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY SUBSEQUENT STAGE IS INITIATED. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. NO FILL SHALL BE PLACED IN FUTURE RIGHTS-OF-WAY UNDER A LAND DISTURBANCE PERMIT UNLESS APPROVED BY THE CITY ENGINEER.

2. THE CONTRACTOR OR OWNER SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE CITY OF OLATHE. THE PERMIT HOLDER MUST SCHEDULE AN INITIAL EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO ANY EARTHMOVING ON THE PROPOSED SITE AS PER THE APPROVED PLAN. SCHEDULING OF INITIAL INSPECTIONS MUST BE MADE AT LEAST

TWENTY-FOUR (24) HOURS IN ADVANCE.

3. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED, AND STABILIZED WITHIN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED ON THE UPSLOPE SIDE OF THE TRENCH. SEDIMENT LADEN WATER THAT ACCUMULATES IN THE TRENCHES SHALL BE PUMPED THROUGH A FILTRATION DEVICE, OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OR OVER NON-DISTURBED VEGETATED AREAS. DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS.

4. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS, WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, THE

CONTRACTOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CITY OF OLATHE.

5. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT’S REGULATIONS. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

6. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE CONTRACTOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE CITY OF OLATHE AND WHICH IS BEING

IMPLEMENTED AND MAINTAINED ACCORDING TO CITY OF OLATHE REGULATIONS.

7. ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED MUST BE STABILIZED IMMEDIATELY. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE RECOMMENDED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE, AND WHICH WILL BE RE-DISTURBED BEFORE WINTER, SHALL BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS THAT ARE EITHER AT FINISHED GRADE OR WILL NOT BE RE-DISTURBED BEFORE

WINTER MUST BE STABILIZED WITH PERMANENT SEEDING SPECIFICATIONS.

8. PLANTING AND SEEDING DATES SHALL BE IN ACCORDANCE WITH THE CITY OF OLATHE TECHNICAL SPECIFICATIONS FOR

PUBLIC IMPROVEMENT PROJECTS. INTERIM STABILIZATION WILL BE ACHIEVED BY MULCHING.

9. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO CONSTRUCT SEDIMENT TRAPS, DIVERSION TERRACES, ETC.

10. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY WILL BE REMOVED AND RE-DEPOSITED ONTO THE CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH USE OF MECHANICAL OR

HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD USING WATER.

11. SEDIMENT REMOVAL FROM EROSION AND SEDIMENT CONTROLS AND FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS, OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED OR

PLACED IN TOPSOIL STOCKPILES.

12. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO

ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

13. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN

(SWPPP) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

14. STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70% PERENNIAL VEGETATED COVER OR OTHER PERMANENT NON-VEGETATED COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE

CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

15. AN EROSION CONTROL BLANKET WILL BE INSTALLED ON ALL DISTURBED SLOPES STEEPER THAN 3:1 AND ALL AREAS OF

CONCENTRATED FLOWS.

16. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED PROPERLY.

MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED.

17. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION SHALL BE RETURNED TO UPLAND AREAS ON SITE AND

INCORPORATED INTO SITE GRADING.

18. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND OR CONTRACTOR SHALL CONTACT THE CITY FOR A FINAL INSPECTION.

19. SEED MIX MUST BE AS PREVIOUSLY APPROVED. APPROPRIATE FERTILIZER WILL BE APPLIED PER THE MANUFACTURER’S

RECOMMENDATIONS.

GENERAL NOTES:

1. ALL WORK SHOWN HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING:

A. CITY OF OLATHE TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS,

REVISED JANUARY 2025.

B. CITY OF OLATHE STANDARD DETAILS FOR PUBLIC STREET, STORMWATER AND UTILITY

IMPROVEMENT PROJECTS, REVISED JANUARY 2025.

C. CITY OF OLATHE DESIGN CRITERIA FOR PUBLIC IMPROVEMENT PROJECTS, REVISED 2025.

2. MATERIALS FOR THE WORK SHOWN HEREIN SHALL BE PROVIDED IN ACCORDANCE WITH

THE CITY OF OLATHE APPROVED MATERIALS LIST, REVISED 1/1/2025.

SITE ACCESS NOTES:

1. FOR ACCESS TO THE SITE NORTH OF THE CEDAR CREEK TRIBUTARY, CONTRACTOR SHALL ACCESS THE SITE FROM THE EASTERN ENTRANCE OF THE PARK ALONG 167TH STREET. CONTRACTOR SHALL CONTINUE THROUGH THE SOCCER FIELD PARKING LOT TO THE SOUTHEAST CORNER OF THE PARKING LOT. CONTRACTOR SHALL CONTINUE SOUTH TO ACCESS THE SITE AND AVOID DISTURBING THE EXISTING SOCCER FIELDS AND ASSOCIATED IRRIGATION SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE CITY'S PARKS & RECREATION DEPARTMENT PERSONNEL PRIOR TO ACCESSING THE SITE FROM THIS

LOCATION.

2. FOR ACCESS TO THE SITE SOUTH OF THE CEDAR CREEK TRIBUTARY, CONTRACTOR SHALL ACCESS THE SITE FROM THE ENTRANCE OF THE PARK ALONG LONE ELM ROAD. CONTRACTOR SHALL CONTINUE THROUGH THE SOFTBALL COMPLEX PARKING LOT TO THE SOUTHERN END OF THE PARKING LOT. CONTRACTOR SHALL CONTINUE EAST AND FOLLOW THE SOUTHERN PROPERTY LINE OF THE PARK TO ACCESS THE SITE. CONTRACTOR SHALL COORDINATE WITH THE CITY'S PARKS &

RECREATION DEPARTMENT PERSONNEL PRIOR TO ACCESSING THE SITE FROM THIS LOCATION.

3. CONTRACTOR SHALL NOT UTILIZE THE EXISTING WOODED PEDESTRIAN BRIDGE OVER THE CEDAR CREEK TRIBUTARY FOR TRANSPORTING EQUIPMENT OR MATERIALS TO/FROM THE SITE. CONTRACTOR SHALL AVOID DISTRURBING THE EXISTING

WOODEN PEDESTRIAN BRIDGE OR GRAVEL TRAIL IN THE VICINITY OF THE PROJECT.

TREE PROTECTION NOTES:

1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES WITHIN THE EXISTING 20' WIDE TREE PRESERVATION EASEMENT ALONG THE EASTERN PROPERTY LINE OF THE PARK AND WITHIN THE EXISTING 15' WIDE TREE PRESERVATION EASMENT ALONG THE SOUTHERN PROPERTY LINE OF THE PARK. THE LIMITS OF THE EXISTING TREE PRESERVATION EASEMENTS ARE SHOWN HEREIN. IF REMOVAL, TRIMMING, OR PRUNING IS REQUIRED FOR ANY TREES WITHIN THE TREE PRESERVATION EASEMENT(S), CONTRACTOR SHALL COORDINATE SUCH WORK WITH THE CITY'S PARKS & RECREATION DEPARTMENT

PERSONNEL PRIOR TO PERFORMING ANY SUCH WORK.

EROSION CONTROL NOTES:

1. IF CONTRACTOR DISTURBS AN AREA OF MORE THAN ONE (1) ACRE, CONTRACTOR SHALL PREPARE SWP2, OBTAIN CITY LAND DISTURBANCE PERMIT, AND SUBMIT NOTICE OF INTENT (NOI) AND SUBSEQUENT NOTICE OF TERMINATION (NOT) WITH THE

KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT (KDHE) AS REQUIRED.

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FINAL 100% SUBMITTAL

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N S, L

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DECIDUOUS TREE

X X X

LEGEND AND SYMBOLS

BARB WIRE FENCE LINE

WIRE FENCE LINE

BENCHMARK

SANITARY SEWER MANHOLE

CREEK FLOW LINE

SANITARY SEWER LINE

PROPERTY LINE

RIGHT-OF-WAY LINE

EASEMENT LINE

TREE LINE

SECTION CORNER

ABBREVIATIONS

PROP

SANITARY SEWER

MANHOLE

PROPOSED

FLOW LINE

EXISTING

BENCHMARK

CONTROL POINT

SOIL BORING LOCATION

CONTROL POINT

SECTION CORNER SET

BORE HOLE IDENTIFIERB-1

POLYVINYL CHLORIDE PIPEPVC

U/E UTILITY EASEMENT

B/L BUILDING LINE

EXISTING GRADE 1' CONTOUR

EXISTING GRADE 5' CONTOUR

SCHEDULE B IDENTIFIER7

SILT FENCE

TREE DRIPLINE

PROPOSED SEDIMENT FENCE

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FINAL 100% SUBMITTAL

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ILI

PROJECT LOCATION

IMAGE SOURCE: JOHNSON COUNTY AUTOMATED INFORMATION MAPPING SYSTEM (AIMS); DATA WAS ACCESSED ON JUNE 26, 2025 NOT TO SCALE IMAGE SOURCE: JOHNSON COUNTY AUTOMATED INFORMATION MAPPING SYSTEM (AIMS); DATA WAS ACCESSED ON JUNE 26, 2025 NOT TO SCALE

NOTES:

1. EXISTING UTILITIES SHOWN ARE BASED ON DATA CURRENTLY AVAILABLE FROM

THE JOHNSON COUNTY AIMS GIS DATABASE. ALL EXISTING UTILITIES SHOWN

ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

2. RECORD DRAWINGS OF THE EXISTING UPPER CEDAR CREEK SEWER

INTERCEPTOR WEST EXPANSION PROJECT (CITY PROJECT NO. 12704C) ARE

INCLUDED IN THESE DRAWINGS AS REFERENCE DRAWINGS. ALL INFORMATION

CONTAINED ON THESE REFERENCE DRAWINGS SHALL BE CONSIDERED FOR

INFORMATION ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

SITE EXISTING UTILITIES MAP

NOTES:

1. FLOODWAY SHOWN IS BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM)

20091C0108G REVISED AUGUST 3, 2009.

2. PORTIONS OF THIS PROJECT LIE WITHIN THE FLOODWAY AS SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING WORKERS,

EQUIPMENT, AND WORK FROM FLOOD WATERS.

3. CONTRACTOR IS RESPONSIBLE FOR HANDLING AND DIVERTING ANY FLOOD

FLOWS, STORMWATER RUNOFF, STREAM FLOWS, OR ANY OTHER WATER,

INCLUDING GROUNDWATER ENCOUNTERED DURING THE PROGRESS OF THE

WORK. BUILD, MAINTAIN, AND OPERATE COFFERDAMS, CHANNELS, FLUMES,

SUMPS, BERMS, DITCHES, AND OTHER TEMPORARY WORKS AS NEEDED TO

PASS SPILLWAY DISCHARGE AND DIVERT STREAM FLOW OR STORMWATER

RUNOFF WATER THROUGH OR AROUND THE CONSTRUCTION SITE AND AWAY

FROM CONSTRUCTION WORK WHILE IT IS IN PROGRESS. CONSTRUCT

PERMANENT WORK IN AREAS FREE FROM WATER. FULL RESPONSIBILITY FOR

THE SUCCESSFUL DEWATERING OF THE WORK AREAS RESTS WITH THE

CONTRACTOR. REMOVE PROTECTIVE WORKS, AFTER THEY HAVE SERVED THEIR

PURPOSE, IN A MANNER SATISFACTORY TO THE CITY.

SITE FLOODWAY MAP

167TH STREET

N E

R O

LONE ELM PARK

EX SANITARY SEWER MANHOLE

(SEE NOTE 2)

EX UPPER CEDAR CREEK SEWER

INTERCEPTOR WEST EXPANSION (CITY

PROJECT NO. 12704C) (SEE NOTE 2)

PROJECT LOCATION

FEMA 100 YEAR FLOOD HAZARD AREALO

M R

LONE ELM PARK

167TH STREET

R, SE

, T

-1 4S

, R -2

3E 1/

2" R

, K

S N

O . 2

LOT 1

SOUTH COMMUNITY PARK

(BK. 124, PG. 27)

20921 W 167TH ST

CITY OF OLATHE

N 01°59'21" W 2682.16'

EAST LINE, NW/4, SEC. 23, T-14S, R-23E

BM #73

ELEV=1053.66

B-4

B-3

B-1

B-2

CP #208

CP #209

CP #210

CP #211

CP #212

CP #207

10501047

51 10

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

BARB WIRE

FENCE

BARB WIRE

FENCE

BARB WIRE

FENCE BARB WIRE

FENCE

BARB WIRE

FENCE

WIRE

FENCE

WIRE

FENCE

2 ROWS OF

1" TREES

STA 0+00

BEGIN PROP 24" SS AND CORE INTO EXISTING MANHOLE

PER CITY STANDARD DETAIL 31-5

ADJUST EXISTING MANHOLE RIM ELEVATION

FROM 1053.66 TO 1055.00

INSTALL PROTECTIVE MANHOLE LINER PER CITY TECHNICAL

SPECIFICATIONS AND APPROVED MATERIALS LIST

N=193591.73 E=2216758.40

6+ 00 7+ 00 8+ 00 9+

11+79

UNPLATTED

TAX ID: 6F231423-2001

20780 W 175TH ST

COMMERCIAL REPOSITION PARTNERS 17,

LLC

SHERIFF'S DEED

(BK. 202406, PG. 006909)

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

30' B/L (PLAT BK. 124, PG. 27)

10' U/E (PLAT BK. 124, PG. 27)

15' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

PROP 20'x20' PERMANENT EASEMENT

167TH STREET LLC

PROTECT EXISTING FENCE

N 02°00'14" W 2593.83'

EAST LINE, SW/4,

SEC. 23, T-14S, R-23E

PROPERTY LINE

PROP SSMH 4

STA 11+79

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1064.62

N=192420.25 E=2216820.74

PROP SSMH 3

STA 11+36

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1064.13

N=192456.40 E=2216797.35

PROP SSMH 2

STA 8+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1060.25

N=192792.19 E=2216785.46

PROP SSMH 1

STA 4+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1057.00

N=193191.94 E=2216771.31

Δ 0°10'41"

Δ 0°00'00" Δ 30°53'11"

Δ 30°53'11"

PROP 18" SS PIPE

EX 24" SS LINE TO REMAIN IN SERVICE (FOR CONTINUATION SEE RECORD

DRAWINGS OF THE EX UPPER CEDAR CREEK SEWER

INTERCEPTOR WEST EXPANSION PROJECT (CITY PROJECT

NO. 12704C) HEREIN)

CEDAR CREEK TRIBUTARY

(SEE NOTE 3)

L1 L2

LINE TABLE: ALIGNMENTS

Line #

START STA.

END STA.

0+00.00 4+00.00

4+00.00 8+00.00

8+00.00 11+36.00

11+36.00 11+79.06

Start Point

N=193591.73 E=2216758.40

N=193191.94 E=2216771.31

N=192792.19 E=2216785.46

N=192456.40 E=2216797.35

End Point

N=193191.94 E=2216771.31

N=192792.19 E=2216785.46

N=192456.40 E=2216797.35

N=192420.25 E=2216820.74

Length

400.00'

336.00'

43.06'

Direction

S1° 51' 00"E

S2° 01' 40"E

S32° 54' 50"E

SHEET

SEQ.

E N

. VE

B N

Plot Date: 10/2/2025 12:54 PM Plot By: 08674 Filename: N:\WTU\Sheets\GN-ALL-GN-OVRL.dwg

-A

-G

N -O

dw g

La st

S av ed : 1

0/ 2/

d By

: 0

Fi le na m e:

\S he et s\

-A

-G

N -O

dw g

R el

: 2 4.

2s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Ka ns as

R eg ist er ed E ng in ee rin g Fi rm E

-8

Ex pi ra tio n Da te

S pr in t P kw y, S ui te

O ve rla nd P ar k, K S

Ph on e

)-2

-2

W eb w w w

.fr ee se .c om Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

FINAL 100% SUBMITTAL

F O

E, K

O . 1

-C -0

-2

. 2

C-1

O U

10050

SCALE IN FEET

N O

0+00 1+00 2+00 3+00 4+00 4+50

" F

M H

N O

A N

D 3)

" F

L O

U T

' D

. S

" F

L O

U T

(N W

" F L

) 1

' D

(E X)

APPROX EXISTING GROUND

B-2

U N

C O

N G

U N

B-1

PROP 18" SS PIPE

1.05%

0.40%

400 LF OF 18" PVC SDR 26 PS115 SANITARY SEWER BY OPEN CUT

3' M

STA.= 0+60

EL. = 1053.10

OFFSET = 48.65' RT

' R

50 LF OF 18"

PVC SDR 26

PS115 SANITARY

SEWER BY OPEN CUT

BM #73

ELEV=1053.66

EX SANITARY SEWER MANHOLE #2002

GIS #201002120955569603

5'Ø CONCRETE

RIM=1053.66

OUT(NW)=1039.71 (24" PVC)

CEDAR CREEK TRIBUTARY

PROP 18" SS PIPE

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

2' 12

EX 24" SS LINE TO REMAIN IN SERVICE

(FOR CONTINUATION SEE RECORD

DRAWINGS OF THE EXISTING UPPER

CEDAR CREEK SEWER INTERCEPTOR

WEST EXPANSION (CITY PROJECT NO.

12704C) HEREIN)

B-1

B-2

CP #208

CP #209

50 1051 1052 1054 1055

N 01°59'21" W 2682.16'

EAST LINE, NW/4, SEC. 23, T-14S, R-23E

0+ 00 1+

00 2+ 00 3+

00 4+ 00 5+

STA 0+00

BEGIN PROP 24" SS AND CORE INTO EXISTING MANHOLE

PER CITY STANDARD DETAIL 31-5

ADJUST EXISTING MANHOLE RIM ELEVATION

FROM 1053.66 TO 1055.00 (SEE NOTE 2 AND 4)

INSTALL PROTECTIVE MANHOLE LINER PER CITY TECHNICAL

SPECIFICATIONS AND APPROVED MATERIALS LIST

N=193591.73 E=2216758.40

167TH STREET LLC

STA 1+96 TO STA 2+00

INSTALL:

GROUNDWATER BARRIER PER CITY

STANDARD DETAIL 40-4

STA 3+00 TO STA 3+04

INSTALL:

GROUNDWATER BARRIER PER CITY

STANDARD DETAIL 40-4

STA 2+00 TO STA 3+00

INSTALL:

CONCRETE ENCASEMENT PER CITY

STANDARD DETAIL 30-1

BARB WIRE

FENCE

BARB WIRE

FENCE

WIRE

FENCE

WIRE

FENCE

PROTECT EXISTING FENCE

LOT 1

SOUTH COMMUNITY PARK

(BK. 124, PG. 27)

20921 W 167TH ST

CITY OF OLATHE

S1°51'00"E

PROPERTY LINE PROPERTY LINE

S2°01'40"E

PROP 18" SS PIPEPROP 18" SS PIPEPROP 18" SS PIPE

PROP SSMH 1 (SEE NOTE 2 AND 3)

STA 4+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

N=193191.94 E=2216771.31

SEE NOTE 5

CONTRACTOR TO REMOVE EXISTING FENCE

WHERE NECESSARY FOR CONSTRUCTION OF

PROP SS. NO RESTORATION OF THE EXISTING

FENCE IS REQUIRED IN VICINITY OF PROP SS.

Δ 0°10'41"

SCALE IN FEET

0 105

VERTICAL

SHEET

SEQ.

E N

. VE

B N

Plot Date: 10/2/2025 1:03 PM Plot By: 08674 Filename: N:\WTU\Sheets\TU-ALL-PP-SSEW.dwg

-A

-P

P-

.d w g

La st

S av ed : 1

0/ 2/

By : 0

Fi le na m e:

\S he et s\

-A

-P P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Ka ns as

R eg ist er ed E ng in ee rin g Fi rm E

-8

Ex pi ra tio n Da te

S pr in t P kw y, S ui te

O ve rla nd P ar k, K S

Ph on e

)-2

-2

W eb w w w

.fr ee se .c om Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

FINAL 100% SUBMITTAL

F O

E, K

O . 1

-C -0

-2

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR SHALL CONFIRM

EXISTING GROUND ELEVATION

AT LOCATIONS OF ALL

PROPOSED MANHOLES AND SET

THE THE TOP ELEVATION OF THE

MANHOLES AT LEAST ONE (1)

FOOT ABOVE BUT NO MORE

THAN THREE (3) FEET ABOVE

THE EXISTING GROUND

ELEVATION. ANY ADJUSTMENT

TO MANHOLE TOP MADE IN THE

FIELD SHALL BE AT

CONTRACTOR'S EXPENSE.

3. MANHOLE (SSMH-1) TOP

ELEVATION SHALL BE AT LEAST

1057.00 AS THE 100-YEAR

FLOOD ELEVATION IN THE

VICINITY OF THIS MANHOLE IS

APPROXIMATELY 1056.00.

4. EXISTING MANHOLE TOP

ELEVATION SHALL BE AT LEAST

1055.00 AS THE 100-YEAR

FLOOD ELEVATION IN THE

VICINITY OF THIS MANHOLE IS

APPROXIMATELY 1054.00.

5. FOR RESTORATION

REQUIREMENTS WITHIN THE

CEDAR CREEK TRIBUTARY, REFER

TO DETAILS ON DRAWING

SHEET D-4.

N O

. 2

C-2

T O

N D

SCALE IN FEET

0 4020

HORIZONTAL

BORING B-1

1. TOPSOIL

2. FAT CLAY: BROWN AND

GRAY; STIFF; MOIST

3. LIMESTONE: GRAY; SOFT;

HIGHLY WEATHERED

BORING B-2

1. TOPSOIL

2. FAT CLAY: LIGHT BROWN

WITH DARK GRAY; STIFF;

MOIST

3. LEAN CLAY: BROWN; STIFF;

MOIST; WITH SILT,

SANDSTONE FRAGMENTS

AND SHALE FRAGMENTS

4. LIMESTONE: BROWN;

MODERATELY HARD,

WEATHERED

5. LIMESTONE: GRAY; HARD;

SLIGHTLY WEATHERED

4+50 5+00 6+00 7+00 8+00 9+00

APPROX EXISTING GROUND

B-3

" F

M H

N O

" F L

O U

T (N

' D

. S

STA.= 6+49

EL. = 1059.00

OFFSET = 9.95' RT

PROP 18" SS PIPE

4 5

N G

U N

350 LF OF 18" PVC SDR 26 PS115 SANITARY SEWER BY OPEN CUT

100 LF OF 18" PVC SDR 26 PS115

SANITARY SEWER BY OPEN CUT

1.05%

30' B/L (PLAT BK. 124, PG. 27)

LOT 1

SOUTH COMMUNITY PARK

(BK. 124, PG. 27)

20921 W 167TH ST

CITY OF OLATHE

N 01°59'21" W 2682.16'

EAST LINE, NW/4, SEC. 23, T-14S, R-23E

PROP 18" SS PIPE

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

3' 12

B-3

CP #2101057

PROP SSMH 2 (SEE NOTE 2)

STA 8+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

N=192792.19 E=2216785.46

Δ 0°00'00"

167TH STREET LLC

STA 5+98 TO STA 6+02

INSTALL:

GROUNDWATER BARRIER PER

CITY STANDARD DETAIL 40-4

BARB WIRE

FENCE

BARB WIRE

FENCE

PROTECT EXISTING FENCE

S2°01'40"E

PROPERTY LINE PROPERTY LINE

S2°01'40"E

STA 9+98 TO STA 10+02

INSTALL:

GROUNDWATER BARRIER PER

CITY STANDARD DETAIL 40-4

PROP 18" SS PIPE

S2°01'40"E

CONTRACTOR TO REMOVE EXISTING FENCE

WHERE NECESSARY FOR CONSTRUCTION OF

PROP SS. NO RESTORATION OF THE EXISTING

FENCE IS REQUIRED IN VICINITY OF PROP SS.

SCALE IN FEET

0 105

VERTICAL

SHEET

SEQ.

E N

. VE

B N

Plot Date: 10/2/2025 1:01 PM Plot By: 08674 Filename: N:\WTU\Sheets\TU-ALL-PP-SSEW.dwg

-A

-P

P-

.d w g

La st

S av ed : 1

0/ 2/

d By

: 0

Fi le na m e:

\S he et s\

-A

-P

P-

.d w g

R el

: 2 4.

2s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Ka ns as

R eg ist er ed E ng in ee rin g Fi rm E

-8

Ex pi ra tio n Da te

S pr in t P kw y, S ui te

O ve rla nd P ar k, K S

Ph on e

)-2

-2

W eb w w w

.fr ee se .c om Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

FINAL 100% SUBMITTAL

F O

E, K

O . 1

-C -0

-2

N O

. 2

C-3

T O

N D

SCALE IN FEET

0 4020

HORIZONTAL

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR SHALL CONFIRM

EXISTING GROUND ELEVATION

AT LOCATIONS OF ALL

PROPOSED MANHOLES AND SET

THE THE TOP ELEVATION OF THE

MANHOLES AT LEAST ONE (1)

FOOT ABOVE BUT NO MORE

THAN THREE (3) FEET ABOVE

THE EXISTING GROUND

ELEVATION. ANY ADJUSTMENT

TO MANHOLE TOP MADE IN THE

FIELD SHALL BE AT

CONTRACTOR'S EXPENSE.

BORING B-3:

1. TOPSOIL

2. FAT CLAY: BROWN AND

SLIGHTLY GRAY; FIRM;

MOIST; WITH IRON NODULES

3. SANDSTONE; BROWN;

POORLY CEMENTED

4. LIMESTONE: GRAY; HARD;

5. AUGER REFUSAL AT 10.0'

9+00 10+00 11+00 12+00

1.05%

1.07%

" F

(S E)

M H

N O

" F L

O U

T (N

' D

. S

APPROX EXISTING GROUND

STA. = 11+35

EL. = 1063.10

OFFSET = 18.53' RT

B-4

PROP 18" SS PIPE

236 LF OF 18" PVC SDR 26 PS115

SANITARY SEWER BY OPEN CUT

43 LF OF 18" PVC SDR 26

PS115 SANITARY SEWER

BY OPEN CUT

" F

L O

U T

(N W

" F L

N D

M H

N O

' D

. S

U N

N G

O F

N E

O F

N E

UNPLATTED

TAX ID: 6F231423-2001

20780 W 175TH ST

COMMERCIAL REPOSITION PARTNERS 17,

LLC

SHERIFF'S DEED

(BK. 202406, PG. 006909)

R, SE

3, T -1

4S , R

-2 3E

1/ 2"

, K

N O

. 2

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

30' B/L (PLAT BK. 124, PG. 27)

10' U/E (PLAT BK. 124, PG. 27)

15' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

LOT 1

SOUTH COMMUNITY PARK

(BK. 124, PG. 27)

20921 W 167TH ST

CITY OF OLATHE

B-4

CP #211

CP #212

PROP 20' X 20' PERMANENT EASEMENT

11+79

167TH STREET LLC

PROPERTY LINE

BARB WIRE

FENCE

PROTECT EXISTING FENCE

N 01°59'21" W 2682.16'

EAST LINE, NW/4, SEC. 23, T-14S, R-23E

N 02°00'14" W 2593.83'

EAST LINE, SW/4,

SEC. 23, T-14S, R-23E

PROP SSMH 4 (SEE NOTE 2, 3, AND 4)

STA 11+79

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

N=192420.25 E=2216820.74

S2°01'40"E

S32°54'50"E

STA 9+98 TO STA 10+02

INSTALL:

GROUNDWATER BARRIER PER

CITY STANDARD DETAIL 40-4

CONTRACTOR TO REMOVE EXISTING FENCE

WHERE NECESSARY FOR CONSTRUCTION OF

PROP SS. NO RESTORATION OF THE EXISTING

FENCE IS REQUIRED IN VICINITY OF PROP SS.

PROP 18" SS PIPE

Δ 30°53'11"

PROP SSMH 3 (SEE NOTE 2)

STA 11+36

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

N=192456.40 E=2216797.35

Δ 30°53'11"

S2°01'40"E

SCALE IN FEET

0 105

VERTICAL

SHEET

SEQ.

E N

. VE

B N

Plot Date: 10/2/2025 1:02 PM Plot By: 08674 Filename: N:\WTU\Sheets\TU-ALL-PP-SSEW.dwg

-A

-P

P-

.d w g

La st

S av ed : 1

0/ 2/

d By

: 0

Fi le na m e:

\S he et s\

-A

-P

P-

.d w g

R el

: 2 4.

2s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Ka ns as

R eg ist er ed E ng in ee rin g Fi rm E

-8

Ex pi ra tio n Da te

S pr in t P kw y, S ui te

O ve rla nd P ar k, K S

Ph on e

)-2

-2

W eb w w w

.fr ee se .c om Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

FINAL 100% SUBMITTAL

F O

E, K

O . 1

-C -0

-2

N O

. 2

C-4

T O

E N

N D

SCALE IN FEET

0 4020

HORIZONTAL

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR SHALL CONFIRM

EXISTING GROUND ELEVATION

AT LOCATIONS OF ALL

PROPOSED MANHOLES AND

SET THE THE TOP ELEVATION OF

THE MANHOLES AT LEAST ONE

(1) FOOT ABOVE BUT NO MORE

THAN THREE (3) FEET ABOVE

THE EXISTING GROUND

ELEVATION. ANY ADJUSTMENT

TO MANHOLE TOP MADE IN THE

FIELD SHALL BE AT

CONTRACTOR'S EXPENSE.

3. THE INVERT OF DEAD-END

MANHOLES SHALL BE

CONSTRUCTED, SHAPED, AND

SLOPED TO MATCH

ANTICIPATED EXTENSIONS

AND/OR SERVICE LINES IN THE

FUTURE.

4. CONTRACTOR SHALL INSTALL AT

LEAST A 3 LF SECTION OF PIPE

OUTSIDE OF THE MANHOLE

WITH A CAP FOR A FUTURE

CONNECTION.

BORE 4:

1. TOPSOIL

2. LEAN CLAY: GRAY WITH

BROWN; FIRM; MOIST

3. FAT CLAY: GRAY WITH

BROWN, VERY STIFF; MOIST

4. LIMESTONE: GRAY; HARD;

5. AUGER REFUSAL AT 9.6'

R, SE

, T

-1 4S

, R -2

3E 1/

2" R

, K

S N

O . 2

LOT 1

SOUTH COMMUNITY PARK

(BK. 124, PG. 27)

20921 W 167TH ST

CITY OF OLATHE

N 01°59'21" W 2682.16'

EAST LINE, NW/4, SEC. 23, T-14S, R-23E

BM #73

ELEV=1053.66

B-4

B-3

B-1

B-2

CP #208

CP #209

CP #210

CP #211

CP #212

CP #207

10501047

51 10

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

TREE

DRIPLINE

BARB WIRE

FENCE

BARB WIRE

FENCE

BARB WIRE

FENCE BARB WIRE

FENCE

BARB WIRE

FENCE

WIRE

FENCE

WIRE

FENCE

2 ROWS OF

1" TREES

STA 0+00

BEGIN PROP 24" SS AND CORE INTO EXISTING MANHOLE

PER CITY STANDARD DETAIL 31-5

ADJUST EXISTING MANHOLE RIM ELEVATION

FROM 1053.66 TO 1055.00

INSTALL PROTECTIVE MANHOLE LINER PER CITY TECHNICAL

SPECIFICATIONS AND APPROVED MATERIALS LIST

N=193591.73 E=2216758.40

6+ 00 7+ 00 8+ 00 9+

11+79

UNPLATTED

TAX ID: 6F231423-2001

20780 W 175TH ST

COMMERCIAL REPOSITION PARTNERS 17,

LLC

SHERIFF'S DEED

(BK. 202406, PG. 006909)

10' U/E (PLAT BK. 124, PG. 27)

20' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

30' B/L (PLAT BK. 124, PG. 27)

10' U/E (PLAT BK. 124, PG. 27)

15' TREE PRESERVATION ESMT

(PLAT BK. 124, PG. 27)

PROP 20'x20' PERMANENT EASEMENT

167TH STREET LLC

PROTECT EXISTING FENCE

N 02°00'14" W 2593.83'

EAST LINE, SW/4,

SEC. 23, T-14S, R-23E

PROPERTY LINE

PROP SSMH 4

STA 11+79

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1064.62

N=192420.25 E=2216820.74

PROP SSMH 3

STA 11+36

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1064.13

N=192456.40 E=2216797.35

PROP SSMH 2

STA 8+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1060.25

N=192792.19 E=2216785.46

PROP SSMH 1

STA 4+00

INSTALL:

1-STD 5' DIA. POLYMER CONCRETE

SSMH PER CITY STANDARD DETAIL 31-1

AND PER SECTION 33 39 13 "SANITARY

UTILITY SEWAGE MANHOLES"

RIM = 1057.00

N=193191.94 E=2216771.31

Δ 0°10'41"

Δ 0°00'00" Δ 30°53'11"

Δ 30°53'11"

PROP 18" SS PIPE

EX 24" SS LINE TO REMAIN IN SERVICE (FOR CONTINUATION SEE RECORD

DRAWINGS OF THE EX UPPER CEDAR CREEK SEWER

INTERCEPTOR WEST EXPANSION PROJECT (CITY PROJECT

NO. 12704C) HEREIN)

CEDAR CREEK TRIBUTARY

(SEE NOTE 3)

SEE NOTE 2

SEE NOTE 1

L1 L2

SHEET

SEQ.

E N

. VE

B N

Plot Date: 10/2/2025 12:58 PM Plot By: 08674 Filename: N:\WTU\Sheets\GN-ALL-GN-OVRL.dwg

-A

-G

N -O

dw g

La st

S av ed : 1

0/ 2/

d By

: 0

Fi le na m e:

\S he et s\

-A

-G

N -O

dw g

R el

: 2 4.

2s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Ka ns as

R eg ist er ed E ng in ee rin g Fi rm E

-8

Ex pi ra tio n Da te

S pr in t P kw y, S ui te

O ve rla nd P ar k, K S

Ph on e

)-2

-2

W eb w w w

.fr ee se .c om Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

FINAL 100% SUBMITTAL

F O

E, K

O . 1

-C -0

-2

. 2

C-5

N C

O N

10050

SCALE IN FEET

N O

NOTES:

1. WHEN WORKING OUTSIDE OF THE LIMITS OF THE CEDAR

CREEK TIRIBUTARY, CONTRACTOR SHALL MAINTAIN

SEDIMENT FENCE ADJACENT TO THE THE TOP OF EACH

SLOPE OF THE CHANNEL.

2. WHEN WORKING WITHIN THE LIMITS OF THE CEDAR

CREEK TRIBUTARY, CONTRACTOR SHALL PERFORM MEANS

AND METHODS IN ACCORDANCE WITH SECTION 31 23 19.01

"CARE OF WATER DURING CONSTRUCTION" AS NECESSARY

AND SHALL INSTALL A SINGLE ROW OF SEDIMENT FENCE

UPSTREAM OF THE CROSSING LOCATION ACROSS THE

CHANNEL AND A DOUBLE ROW OF SEDIMENT FENCE

DOWNSTREAM OF THE CROSSING LOCATION ACROSS THE

CHANNEL.

3. AFTER COMPLETION OF WORK WITHIN LIMITS OF THE

CEDAR CREEK TRIBUTARY, CONTRACTOR SHALL PERFORM

RESTORATION OF THE CHANNEL PER DRAWING SHEET D-4.

4. FOR SEDIMENT FENCE SHOWN THAT IS OUTSIDE THE

LIMITS OF THE CEDAR CREEK TRIBUTARY, CONTRACTOR MAY

USE COMPOST BERMS IN LIEU OF SEDIMENT FENCE.

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D-1

D A

REVISIONS:

-1

D A

REVISIONS:

-1

-4

D A

REVISIONS:

-1

D A

REVISIONS:

STANDARD DETAIL 40-4 NOTE:

1. THE WIDTH AND DEPTH OF THE GROUNDWATER BARRIER SHALL BE CONSISTENT

WITH THE DIMENSIONS OF THE TRENCH SHOWN ON STANDARD DETAIL 40-1.

STANDARD DETAIL 31-1 NOTE:

1. ALL PROP SSMHS SHALL BE POLYMER CONCRETE MANHOLES PER SECTION 33 39

13 "SANITARY UTILITY SEWAGE MANHOLES" IN LIEU OF PRECAST CONCRETE

MANHOLES.

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D-2

-5

D A

REVISIONS:

-4

D A

REVISIONS:

T M

-6

D A

REVISIONS:

STANDARD DETAIL 31-6 NOTE:

1. CONTRACTOR SHALL USE COMPOSITE MANHOLE RING AND COVER PER CITY'S APPROVED

MATERIALS LIST IN LIEU OF THE METALLIC MANHOLE RING AND COVER SHOWN IN THE

DETAIL.

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D-3

-1

D A

REVISIONS:

O N

C O

O L

R O

C K

C H

3' M

-2

D A

REVISIONS:

3.0'-4.0'

4.0' 2.0'-3.0'

-3

R O

REVISIONS:

E (1

-1

R O

REVISIONS:

NOTES:

1. EXISTING GROUND TIE-IN ELEVATIONS AND SLOPES VARY BASED ON EXISTING FIELD

CONDITIONS.

2. WHERE EXCAVATION INTO EXISTING SLOPE IS REQUIRED, CUT INTO EXISTING MATERIAL

IN A BENCHING OR STAIR STEP FASHION. EACH BENCH SHALL FORM A HORIZONTAL

SURFACE AND CORRESPONDING NEARLY VERTICAL SURFACE. THE HEIGHT DIFFERENCE

BETWEEN ADJACENT HORIZONTAL SURFACES SHALL BE A MINIMUM OF 3'

3. NON-WOVEN FILTER FABRIC SHALL BE A NON-WOVEN GEOTEXTILE FILTER FABRIC

MEETING THE REQUIREMENTS FOR A "SEPARATION GEOTEXTILE" PER KDOT STANDARD

SPECIFICATION SECTION 1710 "GEOSYNTHETICS". NON-WOVEN FILTER FABRIC PRODUCT

SHALL ALSO BE LISTED ON KDOT'S CURRENT PREQUALIFIED MATERIALS LIST.

4. SOIL LAYER LIFT THICKNESS WILL BE 1' WITH A MIN 2' OVERLAP. SEE DETAIL. SOIL LAYER

LIFT SLOPE SHALL BE 2H:1V.

5. STONE FOR RIP RAP AND AGGREGATE DITCH LINING SHALL CONFORM TO SECTION 1100

OF THE KDOT STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE

CONSTRUCTION.

6. RIPRAP SHALL CONSIST OF DURABLE FIELD OR QUARRY STONES, AND SHALL BE FREE

FROM EARTH, SOAPSTONE, SHALE, SHALE-LIKE, OR OTHER EASILY DISINTEGRATED

MATERIAL THAT WILL DECREASE THE DURABILITY OF THE MATERIAL.

7. RIPRAP SHALL BE GRADED AS NECESSARY TO FORM A DENSE BLANKET.

8. MAINTAIN EXISTING CHANNEL DIMENSIONS.

9. SEED SHALL BE INSTALLED PRIOR TO INSTALLATION OF MATTING.

MAINTENANCE REQUIREMENTS:

1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2

INCHES OR MORE OF RAIN. REPAIR OR REPLACE IMMEDIATELY AS NECESSARY.

2. ENSURE MATTING HAS MAINTAINED GOOD CONTACT WITH THE GROUND AND EROSION

HAS NOT OCCURRED BENEATH THE MATTING.

3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN GOOD CONTACT WITH

THE GROUND SHALL BE REPAIRED OR REPLACED AND STAPLED IMMEDIATELY.

4. CLEAR ANY ACCUMULATED SEDIMENT OR DEBRIS PROMPTLY.

5. REPLACE DISPLACED RIPRAP AS NECESSARY.

OPEN-CUT STREAM CROSSING

STABILIZATION DETAIL

NOT TO SCALE

D-4

4' M

8" 20'

20'

NOTE:

BANKS SHALL BE SEEDED

PRIOR TO PLACEMENT

OF MATTING.

TRENCH

HARDWOOD STAKES

(SEE DETAIL THIS SHEET)

TOE OF BANK

TRENCH

TOP OF

STREAM BANK

50' MAX

2.5'

50' MAX

5' 2.5'

2.5'

FLOW

NOTE:

MAXIMUM SINGLE LENGTH OF MATTING IS 100'.

COIR FABRIC - PLAN VIEW

NOT TO SCALE

D-4

2"x2" (NOMINAL)

WOODEN STAKE

STAKE STAKE

OVERLAP UPSTREAM FABRIC

OVERLAP DOWNSTREAM FABRIC

AT SEAMS

MATTING

CHECK TRENCH

MATTING

BACKFILL

MATERIAL

OVERLAP UPSTREAM

FABRIC, OVERLAP

DOWNSTREAM FABRIC

AT SEAMS

SEAM

6" M

50' MAX 50' MAX

2" 2"1"

HARDWOOD STAKE

COIR FABRIC FOLDED OVER HARDWOOD STAKE DETAIL

MAINTENANCE REQUIREMENTS:

1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY

AND AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL

EVENT, REPAIR IMMEDIATELY.

2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND

EROSION MUST NOT OCCUR BENEATH THE MATTING.

3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN

CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND

STAPLED.

4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE

PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.

5. MONITOR AND REPAIR THE MATTING AS NECESSARY UNTIL

GROUND COVER IS ESTABLISHED.

COIR FABRIC - SECTION VIEW

NOT TO SCALE

D-4

SHEET

SEQ.

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R-1

NOTES:

1. THIS RECORD DRAWING OF THE EXISTING UPPER CEDAR CREEEK SEWER INTERCEPTOR

WEST EXPANSION PROJECT (CITY PROJECT NO. 12704C) WAS PROVIDED BY THE CITY TO

THE ENGINEER.

2. THIS RECORD DRAWING IS INCLUDED HEREIN AS A REFERENCE DRAWING. ALL

INFORMATION CONTAINED ON THIS REFERENCE DRAWING SHALL BE CONSIDERED FOR

INFORMATION ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

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R-2

NOTES:

1. THIS RECORD DRAWING OF THE EXISTING UPPER CEDAR CREEEK SEWER INTERCEPTOR

WEST EXPANSION PROJECT (CITY PROJECT NO. 12704C) WAS PROVIDED BY THE CITY TO

THE ENGINEER.

2. THIS RECORD DRAWING IS INCLUDED HEREIN AS A REFERENCE DRAWING. ALL

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)-2

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R-3

NOTES:

1. THIS RECORD DRAWING OF THE EXISTING UPPER CEDAR CREEEK SEWER INTERCEPTOR

WEST EXPANSION PROJECT (CITY PROJECT NO. 12704C) WAS PROVIDED BY THE CITY TO

THE ENGINEER.

2. THIS RECORD DRAWING IS INCLUDED HEREIN AS A REFERENCE DRAWING. ALL

Sheets and Views

G-1 COVER

G-2 GENERAL NOTES

G-3 ABBREVIATIONS, LEGENDS, AND SYMBOLS

G-4 SURVEY CONTROL

G-5 SITE EXISTING UTILITIES MAP AND FLOODWAY MAP

C-1 GENERAL LAYOUT

C-2 STA 0+00 TO STA 4+50

C-3 STA 4+50 TO STA 9+00

C-4 STA 9+00 TO END

C-5 EROSION CONTROL

D-1 DETAILS I

D-2 DETAILS II

D-3 DETAILS III

D-4 DETAILS IV

R-1 REFERENCE 1

R-2 REFERENCE 2

R-3 REFERENCE 3

File details come from the government source that posted it. Updated Oct 20, 2025.