12-Add03 C-001-P02 TITLE SHEET Attachment 1.pdf

TITLE SHEET01

SHEET NO.

INDEX TO DRAWINGS

SITE CLEARING PLAN02

PAVING PLAN

SWS LINE 1

PAVING DETAILS06-09

COORDINATE MAP13

EROSION CONTROL PLAN14

BMPS15-19

SW Cor., NE 14, Sec. 16, T27S, R2E

SE Cor., NE 14 , Sec. 16, T27S, R2E

NE Cor., NE 14, Sec. 16, T27S, R2E

NW Cor., NE 14, Sec. 16, T27S, R2E

E 13TH ST. N

CROSS SECTIONS20

PROJECT LENGTH

VERANDA CIR. 217 L.F.

CONTROL POINTS:

CP 2

"+" CUT IN FRONT CENTER CURB INLET WITH MAGNAIL IN CENTER OF "+" CUT

N=1694401.257, E=1683542.233, ELEV:1378.30

CP 3

MAGNAIL & WASHER SE CORNER CURB INLET

N=1694405.429, E=1683912.609, ELEV:1383.39

CP 4

MAGNAIL & WASHER SE CORNER CURB INLET

N=1694412.863, E=1684311.498, ELEV:1390.30

BENCHMARKS:

BM 1

SQ CUT ON HDWL S. SIDE OF 13TH

N=1694381.300, E=1683340.242, ELEV:1377.82

DATUM:

THE HORIZONTAL DATUM IS BASED ON THE KANSAS COORDINATE SYSTEM OF 1983, NAD83(2011), EPOCH:2010.0000, SOUTH ZONE. COORDINATES SHOWN HAVE BEEN MODIFIED TO THE GROUND USING A COMBINED ADJUSTMENT FACTOR OF 1.0001200144. STATE PLANE COORDINATES CAN BE CALCULATED BY

MULTIPLYING THE SHOWN VALUES BY 0.99988.

ALL ELEVATIONS SHOWN ARE BASED ON THE NAVD 88 VERTICAL DATUM, GEOID18.

NOTE:

ALL CONTROL POINTS SHOWN HAVE ELEVATIONS ESTABLISHED USING STANDARD SURVEYING

PROCEDURES AND CAN BE USED AS TEMPORARY BENCHMARKS. WHEN USING A CONTROL POINT AS A TEMPORARY BENCHMARK, IT IS RECOMMENDED THAT CROSS-CHECKS BE MADE TO OTHER CONTROL

POINTS OR BENCHMARKS TO CONFIRM ELEVATIONS PRIOR TO USE.

SWS DETAILS10-12

DESCRIPTION

SCALE: 1" = 100'

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PM

PAUL GUNZELMAN, P.E. - CITY ENGINEER

THE CITY OF WICHITA, KANSAS

PAVING PHASE 2 TO SERVE

PROJECT NO. 472-2023-085910

ORG CODE 47483726

MUNIS NO. E6194

VERANDA CIR: LOTS 7 & 8, BLOCK 1

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. ALL CONSTRUCTION SHALL BE COMPLETED

FOLLOWING CURRENT CITY STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.

2. CONTRACTOR WILL BE REQUIRED TO PROVIDE NOTICE TO UTILITY COMPANIES A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO

ANY EXCAVATION, AS FOLLOWS:

KANSAS ONE-CALL 687-2470

THE CONTRACTOR MUST NOTIFY THE FOLLOWING IN CASE OF AN EMERGENCY:

AT&T 800-246-8464

BLACK HILLS ENERGY (GAS) 800-694-8989

CITY OF WICHITA WATER & SEWER 316-219-8921

CITY OF WICHITA STORMWATER 316-268-4090

CITY OF WICHITA TRAFFIC 316-268-4034

COX COMMUNICATIONS (CABLE) 888-249-3530

EVERGY 800-544-4857

KANSAS GAS SERVICE (GAS) 888-482-4950

3. UTILITY SERVICE LINES, POLES, ETC. ARE TO BE ADJUSTED AS NECESSARY BY OTHERS PRIOR TO CONSTRUCTION UNLESS THE

PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT BY THE CONTRACTOR OR UNLESS THE PLANS SPECIFICALLY IDENTIFY A UTILITY TO BE ADJUSTED BY ITS OWNER DURING CONSTRUCTION. EXISTING UTILITIES AND THEIR LOCATION, AS SHOWN ON THE PLANS, REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. THE CONTRACTOR WILL BE REQUIRED TO WORK AROUND EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY WHICH DO NOT CONFLICT WITH PROPOSED CONSTRUCTION.

4. RUBBLE FROM THE REMOVAL OF MISCELLANEOUS STRUCTURES AND EXCESS EXCAVATION WHICH IS TO BE WASTED SHALL BE DISPOSED OF ON SITES TO BE PROVIDED BY THE CONTRACTOR. THESE SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, APPEARANCE AND SITE LOCATION. LOCATIONS, IN THE OPINION OF THE ENGINEER, THAT WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED. ALL DISPOSAL SITES MUST BE APPROVED BY THE KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT. MATERIAL EITHER STOCKPILED OR DISPOSED OF IN A FLOOD PLAIN WILL REQUIRE A KANSAS STATE BOARD OF AGRICULTURE PERMIT. ANY MATERIAL DUMPED IN WATERS OF THE UNITED STATES OR WETLANDS IS SUBJECT TO U.S. CORPS OF ENGINEERS PERMITTING REGULATIONS. ANY MATERIAL BURIED OR STOCKPILED BEYOND APPROVED CONSTRUCTION LIMITS WILL REQUIRE ADDITIONAL ARCHAEOLOGICAL INVESTIGATIONS UNLESS BURIED IN A PREVIOUSLY APPROVED BORROW LOCATION.

5. TREES AND SHRUBS IN PUBLIC RIGHT-OF-WAY WHICH ARE IN DIRECT CONFLICT WITH PROPOSED NEW CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR WITH THE CITY ENGINEER'S APPROVAL. TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT

WITH PROPOSED NEW CONSTRUCTION SHALL BE SAVED AND PROTECTED FROM DAMAGE.

6. THE CONTRACTOR SHALL GIVE ALL PROPERTY OWNERS AND/OR TENANTS OF DEVELOPED PROPERTY ABUTTING THE CONSTRUCTION OF THIS PROJECT A MINIMUM OF TEN (10) DAYS NOTICE PRIOR TO START OF CONSTRUCTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING PROPERTY IRONS. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS WHICH ARE DAMAGED OR DESTROYED BY HIS CONSTRUCTION OPERATIONS. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS.

8. IF TRAFFIC WILL BE IMPACTED BY CONSTRUCTION, A TRAFFIC CONTROL PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY TRAFFIC ENGINEER AT traffic@wichita.gov BEFORE CONSTRUCTION CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES TO FACILITATE CONSTRUCTION. ALL CONSTRUCTION ZONE MARKINGS AND SIGNAGE SHALL CONFORM TO THE LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS PUBLISHED BY THE US DEPT. OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. ALL COSTS ASSOCIATED WITH CONSTRUCTION MARKINGS AND

SIGNAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

9. THE ENGINEERING DIVISION SHALL FIELD LOCATE WATER VALVES ONE TIME DURING CONSTRUCTION WHEN REQUESTED BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE SUCH FIELD LOCATIONS DURING THE CONSTRUCTION PROCESS. WATER VALVES, VALVE BOXES OR FIRE HYDRANTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT HIS OWN EXPENSE. VALVE BOXES AND WATER METERS WITHIN THE PROJECT LIMITS SHALL BE

ADJUSTED TO MATCH FIELD GRADES BY THE CONTRACTOR.

10. THE CONTRACTOR SHALL NOTIFY THE INSPECTING ENGINEER AND DAWNITA REINHARDT AT 650-0740 WITH THE CITY OF WICHITA WITH THE ANTICIPATED CONSTRUCTION START DATE AND NOTIFY THEM OF PROJECT COMPLETION. STAKING AND INSPECTION FOR

THIS PROJECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

11. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL NOT BE UNDER PROPOSED PAVEMENT SHALL BE SEEDED AND

MULCHED. COST SHALL BE CONSIDERED SUBSIDIARY TO PROJECT SEEDING.

12. CONTRACTOR SHALL LIMIT THE EXTENT OF TRENCH OPEN OVERNIGHT AND WEEKENDS TO LESS THAN 50 FEET.

13. EXISTING UTILITIES AND THEIR LOCATION, AS SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATION INFORMATION HAS BEEN OBTAINED FROM THE VARIOUS COMPANIES AND IS EITHER FROM COMPANY UTILITY DRAWINGS OR COMPANY PROVIDED FIELD LOCATIONS. THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED. ADDITIONAL

EXISTING UTILITIES MAY ALSO BE ENCOUNTERED.

14. ALL TRAFFIC CONTROL DEVICES IN THE WORK ZONE (INCLUDING MARKINGS AND SIGNS) AND THEIR INSTALLATION AND MAINTENANCE SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL DEVICES IN THE TRAVELED WAY OR CLEAR ZONE SHALL BE CRASHWORTHY (NCHRP REPORT 350 OR MASH COMPLIANT). https://safety.fhwa.dot.gov/roadway_dept/countermeasures/reduce_crash_severity/

15. ALL CONSTRUCTION EQUIPMENT, INCLUDING VEHICLES, MATERIALS, AND DEBRIS, SHALL BE STORED OUTSIDE OF THE CLEAR ZONE.

WHERE THIS CANNOT BE ACHIEVED THE CONTRACTOR SHALL PLACE APPROPRIATE SIGNS, OBJECT IDENTIFIERS, AND/OR

BARRICADES IN COMPLIANCE WITH MUTCD.

16. EXCEPT WHEN REQUIRED FOR SAFETY, TRAFFIC CONTROL SHALL NOT BLOCK ANY LANES OR SIDEWALKS WHEN WORK IS NOT

BEING PERFORMED.

17. THIS PROJECT INCLUDES A CERTAIN AMOUNT OF ROLL TYPE CURB CONSTRUCTION. ROLL CURBS SHALL BE DEPRESSED THROUGH ALL DRIVEWAY OPENINGS WHEN SUCH DRIVES ARE CONSTRUCTED AS A PART OF THE PROJECT. NO MORE THAN 2 DRIVES 20 FEET IN WIDTH OR EQUIVALENT COMBINATIONS THEREOF ARE TO BE CONSTRUCTED WITH THIS PROJECT.

18. TRANSITION CURB FROM FULL HEIGHT COMBINATION CURB AND GUTTER TO ROLL TYPE COMBINATION CURB AND GUTTER IS TO BE

PAID AS BID FOR LINEAL FEET COMBINED CURB AND GUTTER (3 5/8" ROLL).

19. A SAW CUT OF AT LEAST ONE-HALF THE DEPTH OF THE EXISTING SURFACE COURSES OR ONE-FOURTH THE DEPTH OF THE EXISTING TOTAL PAVEMENT THICKNESS SHALL BE PROVIDED AT LOCATIONS WHERE PROPOSED CONSTRUCTION ABUTS AN EXISTING SURFACE OR PAVEMENT FOR WHICH PARTIAL REMOVAL OF THAT SURFACE OR PAVEMENT IS REQUIRED. SAW JOINT TO FACILITATE REMOVAL WITHIN THREE (3) FEET OF EXISTING JOINTS WILL NOT BE PERMITTED AND FOR SUCH INSTANCES THE LIMITS OF REMOVAL SHALL EXTEND TO THE EXISTING JOINT. SUCH SAW CUTS WILL NOT BE PAID FOR

20. DIRECTLY AND THIS COST SHALL BE CONSIDERED AS SUBSIDIARY TO THE REMOVAL OF SURFACE OR PAVEMENT.

21. FOLLOW THE LINK BELOW FOR CONSTRUCTION DETAILS ON SPECIFIC CITY OF WICHITA STANDARD DETAILS:

https://www.wichita.gov/613/Project-Development-Construction-Resourc

22. TESTING SHALL BE PROVIDED BY THE CONTRACTOR. TESTING SHALL BE PERFORMED UNDER THE DIRECTION OF A CERTIFIED ENGINEERING TECHNICIAN OR PROFESSIONAL ENGINEER. ALL TESTING METHODS AND EQUIPMENT SHALL BE BASED ON CURRENT

ASTM AND/OR AASHTO REQUIREMENTS.

TESTING GUIDELINES:

· GENERAL EARTHWORK OUTSIDE OF PAVEMENT

•ONE NUCLEAR DENSITY TEST PER 8" LIFT PER 2,000 SY.

23. DEVELOPER FOR THIS PROJECT IS:

LAHAM DEVELOPMENT COMPANY, LLC

150 N. MARKET

WICHITA, KS, 67202

GEORGE LAHAM

316-262-6400

GENERAL NOTES

VERANDA SECOND ADDITION

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472-2023-085910

TITLE SHEET

DFLHHK SPE

C-001-P02 01 21

0 ISSUED FOR CONSTRUCTION 08/05/2026

1 EARTHWORK QUANTITIES 09/10/2026

1" = 100'

6 5 4

RES. "D" RES. "D"

RES. "B" RES. "C"

VE

R

AN

D

A C

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CP#3 CP#4

CP#2

BM#1

BENEFIT DISTRICT

BOUNDARY

SWS LINE 1

FINAL PLAT21

GRADING PLAN04

BENCHMARKS/CONTROL POINTS

Stormwater Certification:

New Development or Redevelopment (Circle One)

Stormwater Permit #

NOI Permit #

Site Area (Acres) =

Disturbed Area (Acres) =

Water Quality Treatment:

Downstream Channel Protection:

Detention:

The BMP used for this development is

These construction plans were prepared in accordance with the current Stormwater management Regulations as set forth in the City of Wichita's Stormwater Management Ordinance 16.32 and the policies/guidelines presented in the Wichita/Sedgwick County Stormwater Manual.

N/A - future individual lot permits

KS # S-AR94-1770 FED # KSR120658

N/A - future individual lot permits

N/A - future individual lot permits

19.4 AC

5.71 AC-FT

1.20 AC-FT

0.71 AC

EARTHWORK SUMMARY

CONTRACTOR FURNISHED EXCAVATION MAY BE OBTAINED

ON-SITE FROM THE EXISTING STOCKPILE LOCATED ON THE

SOUTH SIDE OF LOTS 4 AND 5.

EXCAVATION 35 C.Y.

EXCAVATION (CONTR. FURN.) 3,840 C.Y.

*COMPACTED FILL (95%) 3,230 C.Y.

* 20% SHRINK/SWELL FACTOR ADDED