ZV18-000001 Case Materials by City of Hutchinson Planning & Development

NOTICE OF PUBLIC HEARING HUTCHINSON BOARD OF ZONING APPEALS Notice is hereby given that the Board of Zoning Appeals of the City of Hutchinson will hold a public hearing at 5:30 p.m., Tuesday, May 1, 2018, or as soon thereafter as a quorum of members can be assembled, at City Hall, 125 East Avenue B, in Hutchinson, Kansas, to consider Case No. ZV18-000001, a request by Prairieland Partners, for a variance from the maximum permitted building height of 35â&#x20AC;&#x2122; to 36â&#x20AC;&#x2122; for a building addition at 1800 S Lorraine St., Hutchinson, Reno County, Kansas. All interested persons may appear at the time and place specified above to give verbal testimony regarding the above proposed action. The above proposal and a complete legal description are available for public inspection at City Hall during regular business hours or online at www.hutchgov.com/planning. Anyone who requires an auxiliary aid or service for effective communication at the Planning Commission meeting or any City program, service, or activity, should contact Meryl Dye, ADA Coordinator, 620-259-4118, meryld@hutchgov.com, TDD KS Relay Center 7-1-1, no later than 48 hours prior to the meeting. Jade Shain, Planning Technician City of Hutchinson

Planning & Development Department 125 E. Avenue B / PO Box 1567 Hutchinson, KS 67504‐1567 620-694-2639

NOTICE OF PUBLIC HEARING BOARD OF ZONING APPEALS CASE NUMBER:

ZV18-000001

PROPERTY ADDRESS:

1800 S. Lorraine

REQUEST:

Request for a Zoning Variance from Sec. 27-419 Maximum Building Height from 35’ to 36’

HEARING TIME:

5:30 p.m.

HEARING DATE:

May 1, 2017

HEARING LOCATION:

City Council Chambers, Hutchinson City Hall, 125 E. Avenue B, Hutchinson, KS

PROJECT TYPE:

Zoning Variance Application

PARCEL ID#:

0781342003001008000

GENERAL LOCATION:

Vicinity of Lorraine and Blanchard (See map below)

This notice is sent to the owners of all properties inside the Hutchinson city limits within 200 feet of the subject property and to the owners of all properties in the jurisdiction of Reno County within 1,000 feet of the subject property (for those properties located adjacent to the City Limits) in accordance with Kansas Statutes Annotated. The application may be viewed at www.hutchgov.com on the Planning and Development Department web page. If you have any questions or concerns, you may contact the Planning and Development Department at 620-6942639. The hearing will be open to the public. Anyone may attend the hearing and speak about the case. Comments may be submitted using the contact information below and will be presented to the Board of Zoning Appeals. DEADLINE FOR WRITTEN COMMENTS: APRIL 20, 2018 MAIL COMMENTS TO: Hutchinson Planning Department, PO Box 1567, Hutchinson KS 67504 FAX COMMENTS TO: 620-694-2673, ATTN: Planning EMAIL COMMENTS TO: Jade Shain, jade.shain@hutchgov.com HAND DELIVER COMMENTS TO: Hutchinson City Hall, 125 E. Avenue B, Hutchinson KS SENT: 04/05/2018 BY: Jade Shain, Planning Technician

PrairieLand Partners 1 2 3 4 5 6 7 8 9 10 11 11

Name Helen F. Tucker IRR Trust Tucker Fam Trust Don & Carol Nelson Fam Trust State of Kansas Cargill, Inc. Tucker Fam Trust City of Hutchinson Tucker Fam Trust Cargill, Inc. Owner Not Listed (Sun Valley Trucking) Tiona Truck Line, Inc. Creekside Village, LLC

Address 1604 S. Lorraine St. 00000 S. Lorraine St. 1604 E. Blanchard Ave. 00000 S. Lorraine St. 00000 E. Blanchard Ave. 00000 S. Lorraine St. 00000 S. K61 Hwy. 00000 S. Lorraine St. 00000 S. Halstead St. 2201 S. Lorraine St. 1701 E. Blanchard Ave. 1707 E. Blanchard Ave.

City Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson Hutchinson

State Kansas Kansas Kansas Kansas Kansas Kansas Kansas Kansas Kansas Kansas Kansas Kansas

Zip 67501 67501 67501 67501 67501 67501 67501 67501 67501 67501 67501 67501

4-2-18

NOT

NTS

100% P

GRESS P RO

C ONS T R

ENGINEERING

CONSULTANTS

1227 NORTH MAIN STREET HUTCHINSON, KANSAS 67501 P 620-665-6394 www.echutch.com F 620-665-0218 THIS DRAWING IS THE PROPERTY OF ENGINEERING CONSULTANTS, P.A. AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM ENGINEERING CONSULTANTS, P.A.

GALVALUME ROOF PANELS

MECHANICAL LOUVERS, TYP SEE MECH. DRAWINGS PREFINISHED GUTTERS, TYP PREFINISHED DOWNSPOUT, TYP

ROOF 132' - 0"

PREFINISHED ARCHITECTURAL METAL WALL PANEL

EAVE 2 124' - 0" EAVE 3 116' - 0" OD4 OD3 OD2 C

C 24

E2R 25

E2R

FINISH FLOOR 100' - 0" 4'-0" HIGH CONCRETE ABUSE WALL. PRE-CAST OR CAST-IN-PLACE (CONTRACTOR OPTION)

NORTH ELEVATION - AREA A & B 3/32" = 1'-0"

C.6

C.3

PREFINISHED RAKE TRIM

LIGHT FIXTURES, TYP SEE ELEC. DRAWINGS

PREFINISHED ARCHTECTURAL METAL WALL PANEL - VERIFY GUAGE

A.1

PREFINISHED GUTTER, TYP PREFINISHED DOWNSPOUT, TYP

ROOF 132' - 0"

EXTERIOR RIBBED BY PEMB SUPPLIER

OD7

OD6

EXISTING BUILDING TO REMAIN & PROTECT

6"ø BOLLARDS, TYP SEE STRUCTURAL DETAIL 6 / S3.0 PAINT WITH YELLOW ENAMEL PAINT.

TYPICAL: OVERHEAD DOORS TO BE PROVIDED w/ 12"H x 24"W WINDOWS, QUANTITY AS SHOWN, AND AT A HEIGHT OF 5'-0" TO CENTER. SEE DOOR SCHEDULE.

C DATE:

FINISH FLOOR 100' - 0" 6"ø BOLLARDS , TYP SEE STRUCTURAL DETAIL 6 / S3.0 PAINT WITH YELLOW ENAMEL PAINT.

EAST ELEVATION 3/32" = 1'-0"

4'-0" HIGH CONCRETE ABUSE WALL PRE-CAST OR CAST-IN-PLACE (CONTRACTOR OPTION)

TYPICAL: OVERHEAD DOORS TO BE PROVIDED w/ 12"H x 24"W WINDOWS, QUANTITY AS SHOWN, AND AT A HEIGHT OF 5'-0" TO CENTER. SEE DOOR SCHEDULE.

4-2-2018

JOB No:

17-237

DESIGN BY:

BLE

DRAWN BY:

CHECK BY:

BLE

PRAIRIELAND PARTNERS SHOP ADDITION & REMODEL

EXTERIOR ELEVATIONS

A2.0 OF

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OD5

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LIGHT FIXTURES, TYP SEE ELEC. DRAWINGS

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

SHOP ADDITION & REMODEL

DOWNSPOUT, TYP

3.5

PRAIRIELAND PARTNERS

Revision Schedule Description Date

MATCH LINE

4-2-18

NOT

NTS

100% P

GRESS P RO

C ONS T R

ENGINEERING

MATCH LINE

PREFINISHED FUTTER, TYP

PREFINISHED DOWNSPOUT, TYP

CONSULTANTS

RIDGE 115' - 4"

1227 NORTH MAIN STREET HUTCHINSON, KANSAS 67501 P 620-665-6394 www.echutch.com F 620-665-0218

EAVE 1 110' - 0" B

THIS DRAWING IS THE PROPERTY OF ENGINEERING CONSULTANTS, P.A. AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM ENGINEERING CONSULTANTS, P.A.

FINISH FLOOR 100' - 0"

EXISTING BUILDING TO REMAIN & PROTECT

NEW WALL PANELS AND GUTTER IF OLD CONNOT BE USED

SOUTH ELEVATION - AREA C 3/32" = 1'-0" 8

3.5

GALVALUME ROOF PANELS

LIGHT FIXTURES, TYP SEE ELEC. DRAWINGS

PREFINISHED GUTTER, TYP PREFINISHED ARCHITECTURAL METAL WALL PANEL

ROOF 132' - 0" PREFINISHED DOWNSPOUT, TYP

OD10

OD8

OD11

OD12 C

OD9

C 09

FINISH FLOOR 100' - 0" 6"Ã¸ BOLLARDS, TYP SEE STRUCTURAL DETAIL 6 / S3.0 PAINT WITH YELLOW ENAMEL PAINT.

4'-0" HIGH CONCRETE ABUSE WALL. PRE-CAST OR CAST-IN-PLACE (CONTRACTOR OPTION)

TYPICAL: OVERHEAD DOORS TO BE PROVIDED w/ 12"H x 24"W WINDOWS, QUANTITY AS SHOWN, AND AT A HEIGHT OF 5'-0" TO CENTER. SEE DOOR SCHEDULE.

SOUTH ELEVATION - AREA A & B 3/32" = 1'-0"

PREFINISHED RAKE TRIM A.1

PREFINISHED ARCHITECTURAL METAL WALL PANEL C

C.3

C.6

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

SHOP ADDITION & REMODEL

PRAIRIELAND PARTNERS

MATCH LINE

PREFINISHED GUTTER, TYP F

PREFINISHED DOWNSPOUT, TYP

ROOF 132' - 0"

EAVE 2 124' - 0" TOP OF PARAPET 119' - 0" EAVE 3 116' - 0"

Revision Schedule Description Date

NEW LOADING DOCK

WEST ELEVATION 3/32" = 1'-0"

EXISTING BUILDING TO REMAIN & PROTECT

DATE:

4-2-2018

JOB No:

17-237

DESIGN BY:

BLE

DRAWN BY:

CHECK BY:

BLE

PRAIRIELAND PARTNERS SHOP ADDITION & REMODEL

EXTERIOR ELEVATIONS

A2.1 OF

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FINISH FLOOR 100' - 0"

4/2/2018 1:58:53 PM

ENGINEERING

LEGEND

5 3

CONSULTANTS 4

1227 NORTH MAIN STREET HUTCHINSON, KANSAS 67501 P 620-665-6394 www.echutch.com F 620-665-0218

THIS DRAWING IS THE PROPERTY OF ENGINEERING CONSULTANTS, P.A. AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM ENGINEERING CONSULTANTS, P.A.

4 4 5

5 3

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

SHOP ADDITION & REMODEL

PRAIRIELAND PARTNERS

NORTH

ALL SEEDING WILL BE COMPLETED BY OWNER

EROSION CONTROL NOTES

ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SEEDED, FERTILIZED AND MULCHED IN ACCORDANCE WITH THE SWPPP (STORMWATER POLLUTION PREVENTION PLAN).

1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, MAINTAIN THROUGHOUT DURATION OF THE PROJECT. SEE SWPPP DETAIL ESC 3.0.

ALL EROSION CONTROL MATS ARE TO BE PLACED AND SECURED IN PLACE PER MANUFACTURER'S RECOMMENDATION.

2. PROVIDE TEMPORARY CONCRETE WASHOUT AREA OR APPROVED EQUAL. SEE SWPPP DETAIL 18.0.

ANY STRUCTURE OR PIPE THAT RECEIVES WATER RUNOFF SHALL BE PROTECTED BY INLET OR CULVERT PROTECTION AS SPECIFIED IN THE SWPPP. SEE SWPPP (STORMWATER POLLUTION PREVENTION PLAN) FOR ADDITIONAL INFORMATION REGARDING THE INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES AND RELATED BMP'S, INCLUDING LOT SPECIFIC EROSION CONTROL. NOTES: 1. EROSION CONTROL MAT TO BE INSTALLED OVER SEED AND FERTILIZER. 2.

IF CONCENTRATED FLOW CARRIES SEDIMENT ONTO THE STREET OR ROAD, SUPPLEMENTAL EROSION CONTROL DEVICES WILL BE INSTALLED BY THE CONTRACTOR AS NEEDED.

CLEAN-UP ANY DEBRIS/SILT CARRIED ONTO STREET AT END OF EACH CONSTRUCTION DAY.

EROSION CONTROL LEGEND

QUANTITIES THIS SHEET TOTAL

UNIT

SILT FENCE BARRIER (INSTALL)

959

L.F.

EROSION CONTROL MAT (WINTERSTRAW SNG)

3890

S.Y.

SILT FENCE

EROSION CONTROL NOTE CALLOUT

GENERAL NOTES

DATE:

04/02/18

JOB No:

17-237

DESIGN BY:

DRAWN BY:

3. INSTALL TEMPORARY SILT FENCE (OR STRAW WATTLE WITH PRIOR APPROVAL OF ENGINEER) AS REQUIRED DURING CONSTRUCTION. SEE SWPPP DETAIL ESC 13.0.

SEED ANY DISTURBED SOIL IN THIS AREA WITH BUFFALOGRASS.

4. PROVIDE TEMPORARY AREA INLET PROTECTION, TYPICAL FOR ALL AREA INLETS. SEE SWPPP DETAIL ESC 4.0.

SEED ANY DISTURBED SOIL IN THIS AREA WITH NATIVE GRASS MIX

5. INSTALL EROSION CONTROL MAT WINTERSTRAW SNG "WINTER EXCELSIOR COMPANY", OR EQUAL, ON PREPARED SURFACE. INSTALL PER MANUFACTURERS DIRECTIONS. SEE SWPPP DETAIL ESC 15.0.

MAINTAIN EXISTING 1" CLEAN ROCK COVER IN THIS AREA.

JAK

AREA INLET PROTECTION

EA.

TEMPORARY CONSTRUCTION ENTRANCE

EA.

PRAIRIELAND PARTNERS HUTCHINSON - ADDITIONS

TEMPORARY CONCRETE WASHOUT

EA.

EROSION CONTROL PLAN

- SEE CHART

REMOVE + REPLACE AS REQUIRED DUE TO CONSTRUCTION.

PERMANENT SEEDING

1.88

ACRES

EROSION CONTROL MAT - (WINTERS EXCELSIOR COMPANY 'WINTERSTRAW' SNG)

4" CONCRETE PAD

128

S.F.

CHECK BY:

BLE

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*** NOTE ***

4/2/2018 1:56:56 PM

1" =60'-0"

Revision Schedule Description Date

EROSION CONTROL PLAN

GENERAL NOTES CONTRACTOR WILL BE REQUIRED TO PROVIDE A MINIMUM ADVANCE NOTICE OF SEVENTY- TWO (72) HOURS TO UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATIONS AS FOLLOWS: KANSAS ONE CALL 1-800-DIG-SAFE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHOWN ON THESE DRAWINGS WITH ACTUAL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE JOB SITE. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. NEW CATCH BASIN TYPICAL. SEE DETAIL B, SHEET C4

ENGINEERING

PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES. MAINTAIN SERVICE THROUGHOUT CONSTRUCTION AND REPAIR OR REPLACE ALL DAMAGED UTILITIES AT NO EXPENSE TO OWNER.

SAWCUT EXISTING ASPHALT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING PROPERTY PINS. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS WHICH ARE DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS. WHERE NEW UTILITIES CONNECT TO EXISTING UTILITIES OR STRUCTURES, CONTRACTOR TO VERIFY LOCATION, SIZE AND ELEVATIONS OF EXISTING CONDITION. PROVIDE FITTINGS OR OTHER CONNECTIONS AS REQUIRED TO ENSURE A WORKING SYSTEM.

CONSULTANTS 1227 NORTH MAIN STREET HUTCHINSON, KANSAS 67501 P 620-665-6394 www.echutch.com F 620-665-0218 THIS DRAWING IS THE PROPERTY OF ENGINEERING CONSULTANTS, P.A. AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM ENGINEERING CONSULTANTS, P.A.

FINISH GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. CONTRACTOR SHOULD CONSIDER DRAINAGE DURING CONSTRUCTION. TEMPORARY RE-ROUTING OF EXISTING DRAINAGE FLOWS ARE ACCEPTABLE AS LONG AS POSITIVE DRAINAGE AWAY FROM STRUCTURES IS MAINTAINED AT ALL TIMES.

NEW SWALE - SEE DETAIL C, SHEET C4

NEW STABILIZED VEHICULAR SECTION SEE DETAIL D, SHEET C4.

NEW CONCRETE PAVING SECTION - SEE DETAIL E, SHEET C4.

WATER AND SEWER LINES SHALL NOT BE PLACED IN THE SAME TRENCH OR EXCAVATION.

NEW CONCRETE PAVING SECTION - SEE DETAIL E, SHEET C4.

NEW 5' CONCRETE SIDEWALK

THE CONTRACTOR SHALL RESTORE ALL DITCHES, SWALES, ROAD SHOULDERS, ENTRANCES AND BANK LINES TO THEIR ORIGINAL SLOPES AND GRADES EXCEPT AS SHOWN OTHERWISE.

PROVIDE CONTROL JOINTS AS SHOWN - SEE DETAIL H, SHEET C4.

ALL LAWN/TURF AREAS DISTURBED BY CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE RESTORED WITH THE SAME GRASS/SOD AS EXISTING. RESTORATION OF THE DISTURBED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOP SOIL PREPARATION, SEEDING, MULCH AND/OR RESEEDING.

REMOVE EXISTING CONCRETE

NEW CURB & GUTTER SEE DETAIL F, SHEET C4 NEW 5' CONCRETE SIDEWALK

EXISTING CONCRETE WALL TO BE REMOVED AND RECONSTRUCTED IN NEW LOCATION BY OWNER.

ALL SIGNS, GUARD POSTS, FENCES, DELINEATOR POSTS, AND RAILROAD TIES REQUIRED TO BE REMOVED TO CLEAR CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR. COST SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK.

PROVIDE EXPANSION JOINTS AS SHOWN (EJ) SEE DETAIL I, SHEET C4.

THE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION OF ALL REMOVED SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST ADDITION. THE CONTRACTOR MUST EXAMINE THE CONSTRUCTION SITE PRIOR TO BIDDING AND BE SATISFIED AS TO THE WORK SHOWN FOR COMPLETION. AFTER BIDS HAVE BEEN RECEIVED, THE CONTRACTOR SHALL NOT ASSERT THAT THERE WAS A MISUNDERSTANDING OF THE QUANTITIES OF WORK OR OF THE NATURE OF THE WORK TO BE COMPLETED.

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

A MINIMUM HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. AT POINTS WHERE SEWERS CROSS WATER MAINS, THE SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON, PLASTIC PIPE WITH GASKETED JOINTS, OR PIPE ENCASED IN CONCRETE FOR A DISTANCE OF 10 FEET IN EACH DIRECTION OF THE CROSSING UNLESS THE WATER MAIN IS AT LEAST 2 FEET ABOVE THE SEWER.

NEW CONCRETE OUTLET STRUCTURE - SEE DETAIL A, SHEET C4.

REMOVE EXISTING CONCRETE

PRAIRIELAND PARTNERS

THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN A POTABLE WATER SYSTEM AND A SEWER OR APPURTENANCE THERETO, WHICH WOULD PERMIT THE PASSAGE OF ANY WASTEWATER OR POLLUTED WATER INTO THE POTABLE WATER SUPPLY.

SHOP ADDITION & REMODEL

PROTECT ALL EXISTING STRUCTURES, UTILITIES, TREES, ETCETERA WHICH ARE TO REMAIN. REPAIR OR REPLACE ALL DAMAGED COMPONENTS AS DIRECTED BY ENGINEER.

NEW CONCRETE WALL / RAMP TO BE PLACED BY OWNER

LAYOUT - GENERAL NOTES 1" =60'-0"

LEGEND

PROJECT CONTROL BENCHMARKS:

DATE:

OPUS-20160352: 5/8" REBAR W/PINK GSS CAP, LOCATED 37.71' EAST NORTHEAST TO 5/8" REBAR W/ALUMINUM CAP AT RIGHT OF WAY AND 59.35' NORTHEAST TO SET MAG NAIL SOUTH FACE OF LIGHT POLE.

JOB No: DESIGN BY:

ELEVATION=1515.02 (NAVD88)

DRAWN BY:

VERTICAL DATUM:

HORIZONTAL DATUM:

NAVD88

U.S. SURVEY FEET

SURVEY OF RECORD: GARBER SURVEYING SERVICE PROJECT NUMBER: G2017-807 DATE: 02/12/2018

BASIS OF BEARING: NAD83 KANSAS SOUTH ZONE

04/02/18 17-237 VV JAK

CHECK BY:

BLE

PRAIRIELAND PARTNERS HUTCHINSON - ADDITIONS

LAYOUT - GENERAL NOTES

PLAN OF CONCRETE ALTERNATE #1 1" =60'-0"

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NORTH

4/2/2018 1:55:44 PM

Revision Schedule Description Date

EROSION CONTROL OF DISTURBED AREAS TO BE INSTALLED PER EROSION CONTROL PLAN AND THE SWPPP.

ENGINEERING

CONSULTANTS 1227 NORTH MAIN STREET HUTCHINSON, KANSAS 67501 P 620-665-6394 www.echutch.com F 620-665-0218

CONCRETE AREA DETAIL 1" = 30'-0"

THIS DRAWING IS THE PROPERTY OF ENGINEERING CONSULTANTS, P.A. AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM ENGINEERING CONSULTANTS, P.A.

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

SHOP ADDITION & REMODEL

PRAIRIELAND PARTNERS

LEGEND

INLET SPECIFICATIONS

NORTH

FLOOD NOTE

BENCHMARKS:

DATE:

OPUS-20160352: 5/8" REBAR W/PINK GSS CAP, LOCATED 37.71' EAST NORTHEAST TO 5/8" REBAR W/ALUMINUM CAP AT RIGHT OF WAY AND 59.35' NORTHEAST TO SET MAG NAIL SOUTH FACE OF LIGHT POLE.

JOB No: DESIGN BY:

ELEVATION=1515.02 (NAVD88)

DRAWN BY:

VERTICAL DATUM:

HORIZONTAL DATUM:

NAVD88

U.S. SURVEY FEET

SURVEY OF RECORD: GARBER SURVEYING SERVICE PROJECT NUMBER: G2017-807 DATE: 02/12/2018

BASIS OF BEARING: NAD83 KANSAS SOUTH ZONE

04/02/18 17-237 VV JAK

CHECK BY:

DIGSAFE

BLE

PRAIRIELAND PARTNERS HUTCHINSON - ADDITIONS

GRADING PLAN

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ZONING DATA

PROJECT CONTROL

4/2/2018 1:56:28 PM

1" =60'-0" CONTOUR INTERVAL = 6"

Revision Schedule Description Date

GRADING PLAN

13'-0" 11'-0"

18"

1'-0"

6" 2'-6"

4# BAR @ 6" OC VERTICAL AND HORIZONTAL GRATE DETAIL DEETER #3203 GRATE

LAYBACK CURB AND GUTTER 1" = 1'-0"

ENGINEERING

6" Min.

Per Plan

5'-0"

4# BAR @ 6" OC 8"

0'-6"

3/4"

11'-0"

3'-0"

0'-6"

1'-0" 1'-0" 1'-0"

0'-6"

0.34' (4-1/8")

5'-0"

0'-6"

10" Rad. Slope 3/4" per foot

1 1/2"

18"

1 1/2"

Depth Per Plan

0'-6"

10" Rad.

1-7/8"

L 1-1/2" X 1-1/2" X 1/4" W/(3) 1/2" Ã&#x2DC; X 4" HEADED STUDS PER SIDE

0.26' 3-1/8"

18"

3'-0"

11"

5'-0"

18"

3'-0"

34"

4'-6"

0'-6"

1'-0"

#4 HORZ @ 12" OC MAX EACH FACE

3:1

e Slop 3:1

Slop e

5'-0"

1'-0"

EL=1512.50

VARIES

5'-0"

TYPICAL DOWN SPOUT DETAIL NOT TO SCALE

VARIES

5'-6"

9" STABILIZED VEHICULAR SECTION

SLOP

E 5:1

EXISTING GRADE

1'-6"

EL=1511.50

1" = 1'-0"

1'-6"

EL=1514.00

CATCH BASIN INLET DETAIL

1'-0" 6"

EL=1510.00 EL=1509.50

EL=1508.50 (4) #5

#4 "U" BAR @ 12" OC

CONTROL JOINT DETAIL

EXPANSION JOINT DETAIL

NOT TO SCALE

(14) #5

(5) #4 WITH HOOK IN TURN DOWN EDGE

EXISTING SOIL

OUTLET STRUCTURE A CONCRETE 1/2" = 1'-0"

SECTION C SWALE 1/2" = 1'-0"

NOT TO SCALE

Revision Schedule Description Date

STABILIZED SECTION NOT TO SCALE

3:1 E G OP TIN L S IS EX TO

DATE:

04/02/18

JOB No:

17-237

DESIGN BY:

DRAWN BY:

JAK

CHECK BY:

BLE

PRAIRIELAND PARTNERS HUTCHINSON - ADDITIONS

SITE DETAILS

CONCRETE SECTION NOT TO SCALE

VEHICULAR TRAFFIC SECTION

SANITARY SEWER LIFT STATION 1/2" = 1'-0"

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1'-0"

4/2/2018 2:01:13 PM

4'-6"

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

0'-6"

1'-0"

#4 VERT @ 12" OC MAX EACH FACE W/ STD HOOK IN FOOTING

SHOP ADDITION & REMODEL

13'-0"

PRAIRIELAND PARTNERS

42"

ENGINEERING

LEGEND

NEW LIGHT POLE - SEE ELECTRICAL PLANS

Street Department: City of Hutchinson Kreg Luman 620-694-1900

NEW LIGHT POLE - SEE ELECTRICAL PLANS

REMOVE EXISTING SUMP/LIFT STATION ONCE NEW LIFT STATION IS OPERATIONAL.

Electric:

Westar Energy Shan Hastings 620-669-3913

Gas:

Kansas Gas Service Clint Chamberlin 620-728-4344

San. Sewer:

City of Hutchinson Chris Reubke 620-694-1900

Water:

City of Hutchinson Jim Brummer 620-694-1900

Traffic Signals:

City of Hutchinson Steve Garza 620-694-2878

Flood Control:

City of Hutchinson Jeff Nichols 620-694-1900

Telephone:

AT&T Telephone 620-665-1934

Cable TV:

Cox Communications Jeff Capps 316-260-7475

Railroad:

Union Pacific Railroad Valerie Harrill 402-544-8801

NEW SANITARY SEWER LIFT STATION WITH DUPLEX GRINDER PUMP PACKAGE. PUMP: CONTROL PANEL:

MYERS V50 - 5HP/208v/3ph PRIMEX CONTROLS NEMA 4x SS ENCLOSURE/3PT. LATCH FOUR FLOAT SYSTEM 208v/3ph

PACKAGE TO BE PROVIDED BY ENVIRO-LINE COMPANY CONTACT: RICK OWENS (913) 634-2611 SEE DETAIL J, SHEET C4 PLACE LIFT STATION AS FAR SOUTH AS POSSIBLE WHILE REMAINING WITHIN PROPERTY BOUNDARY - PROTECT WITH (4) BOLLARDS.

CONNECT/EXTEND EXISTING 4" SANITARY SEWER LINE TO NEW 4" SERVICE LINE. SEE MECHANICAL PLANS.

NORTH

NEW 2" FORCE MAIN CONNECT TO EXISTING

SITE UTILITY PLAN 1" =60'-0"

PROJECT CONTROL BENCHMARKS: OPUS-20160352: 5/8" REBAR W/PINK GSS CAP, LOCATED 37.71' EAST NORTHEAST TO 5/8" REBAR W/ALUMINUM CAP AT RIGHT OF WAY AND 59.35' NORTHEAST TO SET MAG NAIL SOUTH FACE OF LIGHT POLE.

DATE: JOB No:

DRAWN BY:

VERTICAL DATUM:

CHECK BY:

SURVEY OF RECORD: GARBER SURVEYING SERVICE PROJECT NUMBER: G2017-807 DATE: 02/12/2018

17-237

DESIGN BY:

ELEVATION=1515.02 (NAVD88)

NAVD88

04/02/18

DIGSAFE

VV JAK BLE

PRAIRIELAND PARTNERS HUTCHINSON - ADDITIONS

SITE UTILITY PLAN

C5 OF

\\FS2\COMPANY\LDD\_GSSFILES\2018\20180055 C3D\DWG\ENG\20180055 PLAN SHEETS.DWG

Kansas One Call: 1-800-DIG-SAFE

4/2/2018 2:02:45 PM

Utilities

1800 S. LORRAINE, HUTCHINSON, KANSAS 67501

NEW 4" Ø SANITARY SEWER (GRAVITY) 537' @ 1.0% (5.7 v.f.) SEE MECHANICAL ROUTING.

SHOP ADDITION & REMODEL

NEW POLE & UNDERGROUND ELECTRICAL SERVICE - SEE ELECTRICAL PLANS

PRAIRIELAND PARTNERS

NEW UNDERGROUND ELECTRICAL SERVICE - SEE ELECTRICAL PLANS

EXISTING FLOWLINE = 1511.00±

Revision Schedule Description Date

REMOVE EXISTING LIFT STATION ONCE NEW GRAVITY LINE IS OPERATIONAL

NEW TRANSFORMER & 7'x7' CONCRETE PAD - SEE ELECTRICAL PLANS

250 500

1,000 Feet

1000' buffer

Â´

SUNNYSIDE

BLANCHARD

GREEN

HOLIDAY

RAKE B E N O B

1800 S Lorraine St 0

ARD H C N BLA

COUNTRY

EMERSON

PRIMROSE

BLANCHARD

BONEBRAKE

MITCHELL

LORRAINE

SEVERANCE

LORRAINE

ZV18-000001: Subject Property

MAPLEWOOD Properties in 1000' buffer

Hutchinson Corporate Limits

Jade Shain

Parcel (Complete) Prepared by Planning and Development April 4, 2018 www.hutchgov.com/planning

P/I

P/I EMERSON

P/I

250 500

1,000 Feet

C4 RAKE B E N O B

1800 S Lorraine St 0

ARD H C N BLA

1000' buffer

Â´

HOLIDAY

C4 I2

Properties in 1000' buffer

BLANCHARD

MP MAPLEWOOD

SUNNYSIDE

C3 PRIMROSE

MITCHELL

BLANCHARD

BONEBRAKE

P/I

GREEN

LORRAINE

SEVERANCE

P/I

COUNTRY

C3 LORRAINE

ZV18-000001: Zoning

Hutchinson Corporate Limits

Parcel (Complete) Prepared by Planning and Development April 4, 2018 www.hutchgov.com/planning

ZV18-000001: Comprehensive Plan Land Use High Density Residential

Commercial

250 500

1000' buffer

Â´

LORRAINE

Industrial Industrial

HOLIDAY

BLANCHARD SUNNYSIDE

PRIMROSE

1,000 Feet

RAKE B E N O B

Industrial

1800 S Lorraine St

ARD H C N BLA

COUNTRY

EMERSON

Commercial

BONEBRAKE

MITCHELL

Public/Institutional

BLANCHARD

Industrial

GREEN

SEVERANCE

LORRAINE

Industrial

Industrial MAPLEWOOD Public/Institutional

Properties in 1000' buffer

Hutchinson Corporate Limits

Parcel (Complete) Prepared by Planning and Development April 4, 2018 www.hutchgov.com/planning

Photographs of Subject Property â&#x20AC;&#x201C; 1800 S Lorraine St (Case No. ZV18-000001) Planning and Development Department April 4, 2018