Roadway Improvement 841099.07, Sanitary Sewer 291109.02 ? SW Oakley Avenue SW 10th Avenue to Front St

Docusign Envelope ID: 2CA92E6E-77E8-492E-9054-4C6377FFA0E7
SW OAKLEY AVENUE
FROM SW 10TH AVENUE TO SW FRONT STREET
ROADWAY IMPROVEMENT PROJECT NO. 841099.07
SANITARY SEWER PROJECT NO. 291109.02
INDEX TO DRAWINGS
LOCATION MAP
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 UTILITY CONTACTS & SURVEY CONTROL & BID ITEMS
3 GENERAL NOTES
4 TYPICAL SECTIONS
5-9 OAKLEY AVE PLAN SHEETS
10-11 PAVING PLANS
12-13 JOINTING PLANS
14-18 CITY STANDARD DETAILS
FIRE HYDRANT
19 SUMMARY OF QUANTITIES
20-25 SANITARY SEWER
UTILITY POLE
26 CONSTRUCTION SEQUENCING
27-28 DETOUR PLAN
DOWN GUY
29-44 TRAFFIC CONTROL PLAN
45-50 TRAFFIC CONTROL DETAILS
SANITARY SEWER MANHOLE
51-53 EROSION CONTROL PLAN
54-55 EROSION CONTROL DETAILS
SANITARY SEWER PIPE SS SS SS SS
56-74 CROSS SECTIONS
STORM SEWER MANHOLE
NO SCALE
STORM SEWER PIPE
WATER LINE W W W W
GAS LINE G G G G
OVERHEAD ELECTRIC LINE OHE OHE OHE OHE
WATER MANHOLE
TELEPHONE MANHOLE
PROJECT
LOCATION
CITY OF TOPEKA, KANSAS
CITY OF TOPEKA DESIGN PROFESSIONAL RESPONSIBLE
4/15/2026
SHEET NO. DESIGN PROFESSIONAL
4/21/2026
1-13, 19, 26-44,
51-53, 56-74
4-01-26
4/13/2026
400 S. KANSAS AVE. STE 200
TOPEKA, KS 66603
785-233-8300
DATE: APRIL 2026
www.pec1.com 620 SE MADISON STREET TOPEKA, KS 66607
Phone: (785) 368-3842 Fax: (785) 368-3881 TITLE SHEET
SHEET: 1 OOFF 74
20-22
LOCATION MAP
04-01-2026
PEC PROJECT No. 250987-000 APRIL 2026 SHEET INDEX 291109.02
PROJ. 841099.07
SURVEY LEGEND
PEC# 250987-000

Docusign Envelope ID: 2CA92E6E-77E8-492E-9054-4C6377FFA0E7
SURVEY CONTROL SUMMARY SUMMARY OF QUANTITIES
CP 500
ELEV: 924.95
N: 269,803.63
E: 1,960,886.03
CP 501
ELEV: 918.13
N: 270,240.93
E: 1,960,899.99
CP 502
ELEV: 931.92
N: 270,808.17
E: 1,960,861.11
below Call 811
Know what's . before you dig
or visit us at www.kansasonecall.com
"KANSAS ONE-CALL" IS THE UNDERGROUND UTILITY NOTIFICATION CENTER FOR THE STATE OF KANSAS. THROUGH THIS
FACILITY, YOU CAN NOTIFY OPERATORS OF UNDERGROUND FACILITIES OF PROPOSED EXCAVATIONS TO REQUEST THAT
THE UNDERGROUND FACILITIES BE MARKED BEFORE YOU DIG.
KANSAS STATUTE ANNOTATED #66-1801 THROUGH #66-1815 REQUIRES ANYONE WHO ENGAGES IN ANY TYPE OF
EXCAVATION TO PROVIDE ADVANCE NOTICE OF AT LEAST TWO FULL WORKING DAYS, BUT NOT MORE THAN 15 CALENDAR
DAYS, EXCLUDING WEEKENDS AND HOLIDAYS.
THE PERSON WHO IS DOING THE WORK IS RESPONSIBLE FOR CALLING KANSAS ONE-CALL. IF THE OWNER CONTRACTS
WITH A PROFESSIONAL EXCAVATOR TO DO THE EXCAVATION, THEN THE PROFESSIONAL EXCAVATOR IS RESPONSIBLE FOR
CALLING KANSAS ONE-CALL.
THE SERVICE PROVIDED BY KANSAS ONE-CALL TO EXCAVATORS IS FREE OF CHARGE.
CALL 785-368-3111 FOR EMERGENCIES WITH CITY OF TOPEKA UTILITIES.
NON-EMERGENCY UTILITY OWNER CONTACTS:
COX COMMUNICATIONS (CABLE LUMEN (FIBER OPTIC): CITY OF TOPEKA (STORM SEWER/ CITY OF TOPEKA (WATER):
TV): 711 E. 19TH ST. SANITARY SEWER): CITY OF TOPEKA, WATER DIST.
931 SW HENDERSON RD. KANSAS CITY, MO 64108 CITY OF TOPEKA, WPC DIV. 3245 NW WATERWORKS DR.
TOPEKA, KS 66615 RICK REDEL 1115 NE POPLAR ST. TOPEKA, KS 66606
DEAN CAPE (816) 518-2804 TOPEKA, KS 66616 DUNCAN THEURI
(785) 320-0308 RICHARD.REDEL@LUMEN.COM DARRIN A. COFFLAND (785) 368-0152
DEAN.CAPE2@COX.COM RELOCATIONS: (785) 368-2467 DTHEURI@TOPEKA.ORG
RELOCATIONS@LUMEN.COM DCOFFLAND@TOPEKA.ORG
GIANT COMMUNICATIONS (FIBER
EVERGY (ELECTRIC): TOPEKA SCHOOL DISTRICT 501 AT&T COMMUNICATIONS OPTIC):
P.O. BOX 889 (FIBER OPTIC): (TELEPHONE): GIANT COMMUNICATIONS
4001 NW 14TH ST. USD 501, INFO. TECH. AT&T CORP. 515 S KANSAS AVE. STE. 210
TOPEKA, KS 66603 1900 SW HOPE ST. 220 SE 6TH ST., STE. 236 TOPEKA, KS 66603
JENNY ROHR TOPEKA, KS 66604 TOPEKA, KS 66606 LANCE LYMAN
(785) 580-2123 JOERGEN LAIGAARD EZRA BROWN (785) 362-3312
JENNIFER.ROHR@EVERGY.COM (785) 438-4750 (785) 596-9905 LANCELYMAN@GIANTCOMM.NET
JLAIGAARD@TPS501.ORG EB409Q@ATT.COM
CITY OF TOPEKA (FIBER OPTIC): KSFIBERNET (FIBER OPTIC):
CITY OF TOPEKA, INFO. TECH. KANSAS FIBER NETWORK LLC
620 SE MADISON ST., 3RD FL. KANSAS GAS SERVICE (GAS): CITY OF TOPEKA (TRAFFIC 10875 BENSON DR., STE. 250
TOPEKA, KS 66603 200 E 1ST ST. SIGNAL): OVERLAND PARK, KS 66210
WESLEY L. WHITE TOPEKA, KS 66603-3603 CITY OF TOPEKA, TRAF. OPS. BRAD BURGER
(785) 338-2633 ANNA FRIZELL 927 NW HARRISON ST. (913) 213-2937
WLWHITE@TOPEKA.ORG (785) 431-4276 TOPEKA, KS 66612 BBURGER@KSFIBER.NET
(785) 438-7017 (CELL) DUANE MORRIS
ANNA.FRIZELL@ONEGAS.COM (785) 368-3913
FOR GAS LEAKS 1-888-482-4950 & DMORRIS@TOPEKA.ORG
CALL 911 IMMEDIATELY
DRAWN BY: CTS DATE: APRIL 2026
DESIGNED BY: MKS SW OAKLEY AVENUE
SHEET: 2 OF 74
APPROVED BY: FSA FROM SW 10TH AVENUE TO SW FRONT STREET UTILITY CONTACTS & SURVEY CONTROL & BID
SURVEYED BY: COT ROADWAY IMPROVEMENT PROJECT NO. 841099.07 ITEMS PROJ.: 841099.07
SANITARY SEWER PROJECT NO. 291109.02
TOPEKA PM: JH 620 SE MADISON St. 2nd Floor TOPEKA, KS 66607
PEC#: 250987-000
NO. DATE: REVISION Phone: (785) 368-3842 Fax: (785) 368-3881

Docusign Envelope ID: 2CA92E6E-77E8-492E-9054-4C6377FFA0E7
GENERAL NOTES 17. SUBGRADE AREAS BENEATH DRIVE ENTRANCES, PARKING LOT PAVEMENT, TEMPORARY 34. CONTRACTOR SHALL NOTIFY THE CITY OF TOPEKA TRAFFIC SECTION (368-3842) A MINIMUM OF
SURFACING AND CRUSHED ROCK SURFACING SHALL RECEIVE 6" COMPACTION OF 48 HOURS IN ADVANCE OF START OF CONSTRUCTION AND IN ADVANCE OF SWITCHING
1. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE CITY EARTHWORK (TYPE A). SUBGRADE AREAS BENEATH SIDEWALK CONSTRUCTION SHALL TRAFFIC FROM ONE PHASE TO THE NEXT.
OF TOPEKA) AND ONE (1) COPY OF THE PROJECT MANUAL ON-SITE AT ALL TIMES DURING RECEIVE 6" COMPACTION OF EARTHWORK (TYPE AB). ALL NEW AND REMOVED STORM SEWER
CONSTRUCTION. BACKFILL SHALL BE COMPACTED TO TYPE A SPECIFICATIONS. ALL OTHER EMBANKMENT 35. ALL SIGNING, BARRICADES, AND DRUMS UTILIZED IN TRAFFIC CONTROL SHALL BE PROVIDED,
AREAS, NOT OTHERWISE DESIGNATED SHALL BE COMPACTED TO TYPE B SPECIFICATIONS. ALL ERECTED, AND MAINTAINED BY THE CONTRACTOR. TRAFFIC CONTROL SHALL BE IN
2. ALL CONSTRUCTION METHODS AND MATERIALS USED IN THE CONSTRUCTION OF THE COMPACTION WILL BE SUBSIDIARY TO THE CORRESPONDING BID ITEMS. CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST
IMPROVEMENTS COVERED BY THESE PLANS SHALL BE IN ACCORDANCE WITH THE CITY CODES, EDITION.
ORDINANCES, TECHNICAL SPECIFICATIONS AND DESIGN STANDARDS ON FILE AT THE CITY OF 18. ALL DISPOSAL SITES MUST BE APPROVED BY THE KANSAS DEPARTMENT OF HEALTH AND
TOPEKA, KANSAS. ENVIRONMENT. MATERIAL EITHER STOCKPILED OR DISPOSED OF IN A FLOOD PLAIN WOULD 36. WHERE TRAFFIC IS CARRIED ADJACENT TO CONSTRUCTION, THE CONTRACTOR SHALL
REQUIRE A KANSAS DEPARTMENT OF AGRICULTURE PERMIT. ANY MATERIAL DUMPED IN PROVIDE "SURFACE DROP-OFF TREATMENT" AS SPECIFIED IN SECTION 4.24C(11) AND TABLE
3. ALL CONSTRUCTION METHODS AND MATERIALS USED IN THE CONSTRUCTION OF THE WATERS OF THE UNITED STATES OR WETLANDS IS SUBJECT TO U.S. CORPS OF ENGINEERS 4.24C(11) OF THE STANDARD TECHNICAL SPECIFICATIONS.
IMPROVEMENTS COVERED BY THESE PLANS SHALL BE IN ACCORDANCE WITH THE STANDARD PERMITTING REGULATIONS.
TECHNICAL SPECIFICATIONS FOR THE CITY OF TOPEKA AS APPROVED UNDER PW007683 ON 37. THE BID ITEM "VARIABLE MESSAGE BOARD" INCLUDES THE ONE-TIME SETUP AND OPERATION
NOVEMBER 27, 2023. 19. ALL TREES, HEDGE ROWS, SHELTER BELTS, AND WOODY SHRUBS NOT SHOWN TO BE OF ONE VARIABLE MESSAGE BOARD FOR UP TO A 2 WEEK PERIOD. ONE VARIABLE MESSAGE
REMOVED AND LOCATED BETWEEN THE CONSTRUCTION LIMITS AND THE RIGHT-OF-WAY LINE BOARD WILL BE PLACED AT EACH END OF THE PROJECT 1 WEEK PRIOR TO THE START OF
4. CONTRACTOR SHALL ATTEMPT TO MAKE PROGRESS EACH WORKABLE DAY. OR EASEMENT LINE SHALL BE SPARED UNLESS DIRECTED BY THE ENGINEER TO BE REMOVED. EACH PHASE OF CONSTRUCTION. ADDITIONAL SETUPS OF VARIABLE MESSAGE BOARDS MAY
BE REQUIRED THROUGHOUT THE PROJECT, AS DIRECTED BY THE ENGINEER. PAYMENT WILL
5. CONTRACTOR SHALL NOT BE ALLOWED TO WORK SUNDAYS. HOLIDAY OR SATURDAY WORK 20. CONSTRUCTION STAKING IS TO BE PROVIDED BY THE CONTRACTOR. SURVEY STAKES, BE AT THE UNIT PRICE PER EACH. ACTUAL WORDING TO BE DETERMINED BY THE ENGINEER.
SHALL BE AS APPROVED BY THE CITY OF TOPEKA. BENCHMARKS, AND PROPERTY PINS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED
AT CONTRACTOR'S EXPENSE. 38. CONCRETE WASHOUT: THE ENVIRONMENTAL PROTECTION AGENCY REQUIRES THE CAPTURE
6. CONTRACTOR SHALL CALL 1-800-DIG-SAFE PRIOR TO ANY PROJECT EXCAVATION. OF WASHOUT WATER USED IN CONCRETE MIXER RINSE OUT OPERATIONS. CONCRETE
21. CONTRACTOR IS RESPONSIBLE FOR ALL FINISHED GRADES MATCHING EXISTING GRADES AND WASHOUT WATER MUST BE COLLECTED AND RETAINED. CONCRETE WASHOUT FACILITIES
ALL FINISHED GRADES SHALL PROMOTE POSITIVE DRAINAGE. ANY AND ALL WORK TO SHOULD NOT BE PLACED WITHIN 50 FEET OF STORMS DRAINS, OPEN DITCHES OR BODIES OF
7. THE INFORMATION SHOWN IN THESE PLANS CONCERNING TYPE AND LOCATION OF
PROMOTE POSITIVE DRAINAGE SHALL BE SUBSIDIARY TO THE PROJECT. WATER. THE COLLECTION OF CONCRETE WASHOUT WATER IS SUBSIDIARY TO OTHER ITEMS
UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. EXISTING
OF WORK.
UTILITIES AND THEIR LOCATIONS, AS SHOWN ON THE PLANS, REPRESENT THE BEST
INFORMATION OBTAINABLE FOR DESIGN. LOCATION INFORMATION HAS BEEN OBTAINED FROM 22. ALL SAW CUTS SHALL BE FULL DEPTH AND SHALL BE SUBSIDIARY TO "PAVEMENT REMOVAL".
THE VARIOUS UTILITY COMPANIES AND IS EITHER FROM COMPANY RECORD DRAWINGS OR 39. FOR EACH PHASE OF CONSTRUCTION THE CONTRACTOR SHALL PERFORM AN INVENTORY OF
COMPANY PROVIDED FIELD LOCATIONS. THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED. 23. ALL PAVEMENT AND SIDEWALKS TO BE REMOVED SHALL BE SAW CUT. ANY PAVEMENT OR ALL EXISTING SIGNS (TYPE AND LOCATION) BEFORE BEGINNING ANY WORK. PRIOR TO A WORK
ADDITIONAL EXISTING UTILITIES MAY ALSO BE ENCOUNTERED. THE CONTRACTOR IS SIDEWALK DAMAGED BEYOND THE ORIGINAL SAW CUT LIMITS (AS SHOWN ON THE PLAN OR PHASE BEING OPENED TO TRAFFIC, THE CONTRACTOR SHALL INSTALL ALL SIGNS IN THEIR
RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF DETERMINED IN THE FIELD) SHALL BE RE-SAWN TO PROVIDE AN EVEN JOINT AND REPLACED ORIGINAL LOCATION OR IN ACCORDANCE WITH THE MUTCD WHERE THE ROADWAY GEOMETRY
UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. AT THE CONTRACTOR'S EXPENSE. HAS CHANGED. ALL WORK FOR REMOVING, STORING, AND INSTALLING SIGNS SHALL BE
SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT.
8. THE CONTRACTOR SHALL NOTIFY ALL LANDOWNERS IN WRITING AT LEAST ONE (1) WEEK 24. PAVEMENT AND SIDEWALK REMOVAL LIMITS SHOWN ARE APPROXIMATE AND MAY BE
PRIOR TO ANY CONSTRUCTION ACTIVITIES WHICH WOULD TAKE PLACE ADJACENT TO THEIR CHANGED DUE TO GRADE CONSIDERATIONS OR OTHER FIELD CONDITIONS, AS APPROVED BY 40. THE CONTRACTOR SHALL MAINTAIN DRAINAGE DURING CONSTRUCTION AND IS RESPONSIBLE
PROPERTY. INDIVIDUAL DETAILED NOTICES OF ACCESS RESTRICTIONS SHALL BE HAND THE ENGINEER. FOR ANY DEWATERING NECESSARY DURING CONSTRUCTION.
DELIVERED FORTY EIGHT (48) HOURS PRIOR TO CONSTRUCTION. NOTICE SHALL BE GIVEN THE
DAY BEFORE TO ANY WATER CUSTOMER PRIOR TO INTERRUPTION OF SERVICE TO MAKE 25. CONTRACTOR WILL BE PAID FOR THE REMOVAL AND REPLACEMENT OF PAVEMENT TO THE 41. UTILITY DEPTH INFORMATION, WHEN INDICATED, WAS OBTAINED FROM A VARIETY OF
CONNECTIONS. LIMITS SHOWN ON THE PLANS. ANY ADDITIONAL PAVEMENT REMOVAL AND REPLACEMENT SOURCES, INCLUDING VALVE NUT DEPTH AND SEWER INVERTS AT MANHOLES. THIS
WILL BE PAID FOR BY THE CONTRACTOR, UNLESS APPROVED BY THE ENGINEER. INFORMATION IS PROVIDED FRO THE CONTRACTORS USE. HOWEVER, THE ACCURACY OF THE
9. AT BORROW AREA LOCATIONS ADJACENT TO THE RIGHT OF WAY, UTILITY POLES MAY BE SET INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL UTILITY DEPTHS
AT THE PERMANENT LOCATIONS PRIOR TO CONSTRUCTION AS APPROVED BY THE ENGINEER 26. SEALING ON CURB & GUTTER SECTIONS SHALL BE ONLY AT EXPANSION JOINTS. CONTRACTION AND REPORT ANY CHANGE IN THE HORIZONTAL OR VERTICAL ALIGNMENT NECESSITATED BY
PROVIDED A MINIMUM VERTICAL CLEARANCE, IN ACCORDANCE WITH THE NATIONAL JOINTS IN CURB & GUTTER SHALL NOT BE SEALED. THESE CHANGES TO THE ENGINEER PRIOR TO INSTALLATION OF THE WATERLINE.
ELECTRICAL SAFETY CODE, IS OBTAINED. THE CONTRACTOR WILL BE REQUIRED TO WORK
AROUND THESE POLES TO COMPLETE THE WORK. 27. IN ADDITION TO ALL CONCRETE PAVEMENT TO BE CONSTRUCTED FOR VEHICULAR USE,
CONCRETE SIDEWALKS AND SIDEWALK RAMPS ARE TO BE CONSTRUCTED WITH PAVEMENT
10. BORROW AREAS PROVIDED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER AS CLASS-A CONCRETE.
TO SUITABILITY OF MATERIAL AND LOCATION. SPECIAL CARE SHALL BE TAKEN IN THIS
APPROVAL TO MINIMIZE THE INCREASE OF SILTATION AND TURBIDITY OF STREAMS, LAKES AND 28. EXISTING PRIVATE UTILITY VALVE BOXES SHALL BE ADJUSTED TO FINAL GRADE BY THE
RESERVOIRS AND TO AVOID INTERFERENCE WITH THE MOVEMENT OF MIGRATORY FISH. OWNER OF THE UTILITY. THESE ADJUSTMENTS SHALL BE MADE PRIOR TO FINAL SEEDING OF
AREAS WHICH, IN THE OPINION OF THE ENGINEER, MAY LEAVE AN UNSIGHTLY APPEARANCE TO THE PROJECT. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF VALVE BOXES
THE PROJECT WILL NOT BE APPROVED. WITH THE UTILITY OWNERS.
11. ALL BORROW AREA LOCATIONS SHALL BE SUBMITTED TO THE KDOT ENVIRONMENTAL 29. SPRINKLER HEADS AFFECTED BY CONSTRUCTION SHALL BE CAPPED BY THE CONTRACTOR
SERVICES SECTION FOR CLEARANCE FROM THE KANSAS HISTORICAL SOCIETY AND THE FOR THE DURATION OF CONSTRUCTION AND NOTICE GIVEN TO THE PROPERTY OWNER.
KANSAS DEPARTMENT OF WILDLIFE AND PARKS PRIOR TO ANY EXCAVATION. SPRINKLER SYSTEMS LOCATED WITHIN EXISTING RIGHT-OF-WAY WILL NOT BE REPAIRED. IF A
SPRINKLER SYSTEM LOCATED ON PRIVATE PROPERTY IS DAMAGED, IT SHALL BE REPAIRED AT
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE, SEED AND/OR THE COMPLETION OF THE CONSTRUCTION. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO
COMPLETE OTHER OPERATIONS NOTED IN THE AGREEMENT WITH THE LAND OWNER, THE BID ITEM "UNCLASSIFIED EXCAVATION".
APPROVED BY THE ENGINEER, ON ALL DISTURBED AREAS USED TO PROVIDE BORROW AND/OR
STOCKPILING. 30. THE CONTRACTOR SHALL PROTECT AND/OR GRADE AROUND SIGNS AND LIGHT POLES THAT
ARE SHOWN IN THE PLANS TO BE PROTECTED, INCLUDING ANY SIGN LIGHTING. SHOULD ANY
13. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE FERTILIZED, SEEDED, AND OF THE POLES OR SIGNS BE DAMAGED DUE TO CONTRACTOR ACTIVITY, THE CONTRACTOR
MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH CURRENT CITY OF TOPEKA TECHNICAL SHALL REPAIR OR REPLACE THEM AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL
SPECIFICATIONS, LATEST EDITION. ALSO PROTECT ANY UNDERGROUND WIRING THAT IS ASSOCIATED WITH THE SIGNS AND LIGHT
POLES. SHOULD ANY ELECTRICAL SERVICE TO THE POLES OR SIGNS BE SEVERED DUE TO
14. EMBANKMENT QUANTITIES FOR INITIAL CONSOLIDATION AND SETTLEMENT SHOWN IN THE CONTRACTOR ACTIVITY, THE CONTRACTOR SHALL RESTORE THE SERVICE AT THE
EARTHWORK QUANTITIES ARE SUBSIDIARY TO OTHER EARTHWORK ITEMS. MATERIAL FOR THE CONTRACTOR'S EXPENSE.
EMBANKMENT IS INCLUDED IN THE EXCAVATION QUANTITIES.
31. MANHOLE LIDS ADJUSTED IN PAVEMENT, SHALL BE SLOPED TO MATCH THE PROPOSED
15. EXCAVATION REQUIRED FOR PLACING SELECT SOIL IS INCLUDED IN THE UNCLASSIFIED PAVEMENT SLOPE, SUBSIDIARY UNLESS OTHERWISE STATED.
EXCAVATION QUANTITIES.
32. ALL SALVAGEABLE DRAIN PIPES, MANHOLE RINGS AND COVERS, INLET GRATES AND FRAMES
16. EXCAVATION SHOWN TO BE WASTED SHALL BE WASTED ON SITES PROVIDED BY THE SHALL BE CAREFULLY REMOVED AND STOCKPILED AT LOCATIONS WITHIN THE RIGHT-OF-WAY,
CONTRACTOR. THESE SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, AS DIRECTED BY THE ENGINEER, FOR REMOVAL BY CITY PERSONNEL.
APPEARANCE, AND SITE LOCATION. LOCATIONS THAT, IN THE OPINION OF THE ENGINEER,
WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED. 33. WHEN MAILBOXES ARE EITHER REMOVED OR INACCESSIBLE DURING CONSTRUCTION, THE
CONTRACTOR SHALL COORDINATE WITH THE POSTAL SERVICE AND PROVIDE TEMPORARY
MAILBOXES AT CONVENIENT LOCATIONS FOR THE PROPERTY OWNERS.
DRAWN BY: CTS DATE: APRIL 2026
DESIGNED BY: MKS SW OAKLEY AVENUE
SHEET: 3 OF 74
APPROVED BY: FSA FROM SW 10TH AVENUE TO SW FRONT STREET GENERAL NOTES
SURVEYED BY: COT ROADWAY IMPROVEMENT PROJECT NO. 841099.07 PROJ.: 841099.07
SANITARY SEWER PROJECT NO. 291109.02
TOPEKA PM: JH 620 SE MADISON St. 2nd Floor TOPEKA, KS 66607
PEC#: 250987-000
NO. DATE: REVISION Phone: (785) 368-3842 Fax: (785) 368-3881

27'-0"
2'-6" 22'-0" 2'-6"
REMOVE AND REPLACE
CURB & GUTTER (TYPE I)
AT LOCATIONS SHOWN IN PLANS & AS 2'-0" 11'-0" 11'-0" 2'-0"
DIRECTED BY THE CITY OF TOPEKA
EX. GROUND EX. GROUND
3.12% SLOPE 3.12% SLOPE
8" N.R.D.J CONCRETE PAVEMENT
6" AGGREGATE BASE - TYPE AB-3
6" SUBGRADE PREPARATION *
TYPICAL SECTION - FULL RECONSTRUCTION
SW OAKLEY AVENUE
10TH AVE TO 8TH AVE - STA. 10+15.05 TO STA. 23+10.30
SAW CUT REMOVE & REPLACE COURTESY WALK (4")
THIS IS PAID AS 4" CONCRETE SIDEWALK (SF)
MATCH EXISTING COURTESY WALK (TYPICAL)
DISTANCE WILL VARY DEPENDING ON DIFFERENCE
BETWEEN PROPOSED BACK OF CURB & EXISTING
COURTESY WALK. A SMOOTH & SIGHTLY TRANSITION
IS DESIRED. USE 6' AS A MINIMUM.
DRAWN BY: CTS DATE: APRIL 2026
DESIGNED BY: MKS SW OAKLEY AVENUE
SHEET: 4 OF 74
APPROVED BY: FSA FROM SW 10TH AVENUE TO SW FRONT STREET TYPICAL SECTIONS
SURVEYED BY: COT ROADWAY IMPROVEMENT PROJECT NO. 841099.07 PROJ.: 841099.07
SANITARY SEWER PROJECT NO. 291109.02
TOPEKA PM: JH 620 SE MADISON St. 2nd Floor TOPEKA, KS 66607
PEC#: 250987-000
NO. DATE: REVISION Phone: (785) 368-3842 Fax: (785) 368-3881
"6'-2
KLAW
YSETRUOC
G&C
'6
EXISTING DRIVEWAY
SAW CUT 6' FROM MATCH EX.
BACK OF CURB
EXISTING ROAD
CONSTRUCT 6" CONCRETE PAVEMENT TO
MATCH BACK OF CURB & EXISTING DRIVEWAY
KEEP B/C PROFILE CONSISTENT WITH ROAD.
"6'-2 G&C
'6
Docusign Envelope ID: 2CA92E6E-77E8-492E-9054-4C6377FFA0E7
1 2
NOTE:
* SUBGRADE PREPARATION (6") WITH TYPE A COMPACTION
SHALL BE SUBSIDIARY TO 6" AGGREGATE BASE - TYPE AB-3.
MOISTURE CONTENT SHALL BE BETWEEN 0% TO +5% OF
OPTIMUM MOISTURE CONTENT. IF SOIL IS UNSTABLE,
PERFORM TRENCH STABILIZATION PER SECTION 2,
2-'0"
SUBPARAGRAPH 5 OF THE STANDARD TECHNICAL
(TYP.)
SPECIFICATIONS.
CURB HEIGHT TRANSITION
1 VARIES FROM -0.42% TO -3.12% FROM STA. 10+37.00 TO STA. 10+87.00
VARIES FROM -3.12% TO -1.00% FROM STA. 16+00.00 TO STA. 16+50.00
-1.00% FROM STA. 16+50.00 TO STA. 16+65.00
VARIES FROM -1.00% TO -3.12% FROM STA. 16+65.00 TO STA. 17+15.00 TYPICAL PRIVATE DRIVE APPROACH
VARIES FROM -3.12% TO -2.50% FROM STA. 22+50.00 TO STA. 22+90.00
2 VARIES FROM -1.70% TO -3.12% FROM STA. 10+37.00 TO STA. 10+87.00
VARIES FROM -3.12% TO -2.20% FROM STA. 22+50.00 TO STA. 22+90.00
27'-0"
2'-6" 22'-0" 2'-6"
EX. COMBINED
2'-0" 11'-0" 11'-0" 2'-0" CURB
& GUTTER
(TYPE I)
MILL AND OVERLAY
EX. SURFACE
EX. GROUND (2" NOM. THICKNESS) EX. GROUND
MATCH EX. SLOPE MATCH EX. SLOPE
EX. 7" CONCRETE
PAVEMENT
CONTINUE MILL AND OVERLAY
TO CURB FLOWLINE
TYPICAL SECTION - MILL & OVERLAY
SW OAKLEY AVENUE
8TH AVE TO FRONT ST - STA. 30+22.46 TO STA. 40+71.89

OWNER: OWNER:
HEITMAN, ROBERT R & HINRICHS, NANCY J FRISBY, DEREK J
3110 SW 10TH AVE 929 SW OAKLEY AVE TOPEKA, KS TOPEKA, KS
OWNER:
DIAMOND PROPERTIES LLC
925 SW OAKLEY AVE
TOPEKA, KS
OWNER:
OWNER: OWNER: BERVERT PROPERTIES LLC OWNER:
KEMPER, HOLLY M YOUNG, LANCE W & MERLINDA A 909 SW OAKLEY AVE SOENDKER, DONALD E & CATHY A 921 SW OAKLEY AVE 917 SW OAKLEY AVE TOPEKA, KS
913 SW OAKLEY AVE
TOPEKA, KS TOPEKA, KS
TOPEKA, KS
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AVE
B OWNER: OWNER: O H SWINDELL, DAVID O
E KENT, MARK A & CONNIE M MULLINS, RONALD REXFORD & SYNEVA D 932 SW OAKLEY AVE
928 SW OAKLEY
3020 SW 10TH AVE TOPEKA, KS
O TOPEKA, KS
TOPEKA, KS H E
OWNER: O
H E WESTLING, CHRISTOPHER & DIANE M
SW OAKLEY AVE
TOPEKA, KS
OWNER:
WESTLING, CHRISTOPHER R &
DIANE M
916 SW OAKLEY AVE
TOPEKA, KS
OWNER:
ISAAC, MARLA
3016 SW 10TH AVE
EVA HT01
WS
CL B.P. STA. 10+00.00 SW OAKLEY AVE - 10TH TO 8TH STA. 13+59.57, CONST.
N: 269,667.12, E: 1,960,902.53 6" CONC. DRIVEWAY LT., 72.0 SF
(PRIVATE) STA. 13+86.04, CONST. STA. 14+96.39, CONST. 0T
0N STA. 10+92.71, CONST. 6" CONC. DRIVEWAY LT., 72.0 SF 6" CONC. DRIVEWAY LT., 81.0 SF . 0 0 I O
EXISTING SANITARY SEWER (PRIVATE) (PRIVATE) +P
6" CONC. DRIVEWAY LT., 324.6 SF STA. 12+64.79, CONST. 5 H
1
(PRIVATE) STA. 11+84.32, CONST. 6" CONC. DRIVEWAY LT., 81.0 SF . A
C
T
TA
6" CONC. DRIVEWAY LT., 210.0 SF (PRIVATE) STA. 14+40.50, CONST. SM
BEGINNING OF
4. T PROJECT (PRIVATE) 6" CONC. DRIVEWAY LT., 165.0 SF 7
L . 4
1
'5 STA. 10+15.05 STA. 13+16.06, CONST. (PRIVATE)
+9 . COMBINED CURB & 8" NRDJ 6" CONC. DRIVEWAY LT., 120.0 SF
4
3 GUTTER, TYPE I CONCRETE (PRIVATE)
6. T 6 L PAVEMENT .
2
5
'0 COMBINED CURB &
+5
. GUTTER, TYPE I
5
1
6.
T
8
L
.
4
3
'0
+5 '0
0' . 3 5
5 1 . 2 . 2 2 R
50' CROSS SLOPE TRANSITION '0 0 FROM EXISTING SLOPE TO -3.12% . 2 2 SW OAKLEY AVE
50' CROSS SLOPE TRANSITION
FROM EXISTING SLOPE TO -3.12% '0 5 . 2 PROTECT EXISTING POLE
R 2 EXISTING STORM DURING CONSTRUCTION
2 .5
0 ' STA. 14+27.32, CONST. PROTECT EXISTING POLE
STA. 12+84.36, CONST. 6" CONC. DRIVEWAY RT., 63.0 SF
DURING CONSTRUCTION
6" CONC. DRIVEWAY RT., 60.0 SF (PRIVATE)
(PRIVATE)
. PROPOSED SANITARY SEWER SEE
T
R STA. 10+95.73 RT., SHEETS 21-22 FOR DETAILS
6
.
0'1 CONST. 4" CONCRETE
T . 75 STA. 14+77.21, CONST.
1 3 R '0 3 + . 5 1 SIDEWALK, 18.0 SF STA. 12+27.49, CONST. STA. 12+69.53, CONST. 6" CONC. DRIVEWAY RT., 107.8 SF
. 5 2 6" CONC. DRIVEWAY RT., 72.0 SF 6" CONC. DRIVEWAY RT., 92.8 SF (PRIVATE)
.
1 + 4 3 STA. 11+26.40, CONST. (PRIVATE) (PRIVATE)
6" CONC. DRIVEWAY RT., 120.0 SF
(PRIVATE) PROTECT EXISTING POLE
DURING CONSTRUCTION
SW OAKLEY AVE - 10TH TO 8TH
950 950
945 945
940 940
935 935
930 930
925 925
920 920
915 915
910 910
10+00
23.529 33.529 02.629 91.629 80.629 70.629
11+00
49.529 38.529 24.529 73.529 55.429 16.429 93.329 35.329
12+00
52.229 62.229 69.029 39.029 27.919 26.919 94.819 55.819
13+00
55.719 17.719 91.719 21.719 38.619 67.619 75.619 26.619
14+00
05.619 65.619 84.619 95.619 27.619 17.619 40.719 49.619
15+00
53.719 72.719
1.03%
3.69% -0.49% -1.30%
-5.08%
-5.47%
-0.35%
-0.87%
50.51+01
:ATS
KAERB
EDARG
470.529
:VELE
32.58+01
:ATS
KAERB
EDARG
020.629
:VELE
GRADE BREAK STA: 10+19.37
ELEV: 925.118
36.84+01
:ATS
KAERB
EDARG
991.629
:VELE
00.01+21
:ATS
KAERB
EDARG
157.129
:VELE
00.06+31
:ATS
KAERB
EDARG
576.619
:VELE
PVI STA: 11+40.00
PVI ELEV: 925.31
K: 19.85
LVC: 75.00
05.20+11
:SCVB
08.529
:ECVB
05.77+11
:SCVE
04.329
:ECVE
PVI STA: 14+38.22
PVI ELEV: 916.40
K: 62.84
LVC: 110.00
22.38+31
:SCVB
95.619
:ECVB
22.39+41
:SCVE
71.719
:ECVE
PVI STA: 12+92.00
PVI ELEV: 917.26
K: 26.06
LVC: 120.00
00.23+21
:SCVB
55.029
:ECVB
00.25+31
:SCVE
47.619
:ECVE
0 10' 20' 40'
PROP. GRADE @ CL
LEGEND
FULL DEPTH RECONSTRUCTION
EX. GROUND @ CL SIDEWALK
CURB & GUTTER
DRIVEWAY REPLACEMENT
DRAWN BY: CTS DATE: APRIL 2026
DESIGNED BY: MKS SW OAKLEY AVENUE
PLAN SHEET SHEET: 5 OF 74
APPROVED BY: FSA FROM SW 10TH AVENUE TO SW FRONT STREET
SURVEYED BY: COT ROADWAY IMPROVEMENT PROJECT NO. 841099.07 STA. 10+00.00 TO STA. 15+00.00 PROJ.: 841099.07
SANITARY SEWER PROJECT NO. 291109.02
TOPEKA PM: JH 620 SE MADISON St. 2nd Floor TOPEKA, KS 66607
PEC#: 250987-000
NO. DATE: REVISION Phone: (785) 368-3842 Fax: (785) 368-3881
'5
0
Docusign Envelope ID: 2CA92E6E-77E8-492E-9054-4C6377FFA0E7
PLAN: LAT. & LONG.
PROFILE: HORIZ. SAME AS ABOVE
VERT: