BZA 11-07-17 by City of Hutchinson Planning & Development

AGENDA BOARD OF ZONING APPEALS Tuesday, November 7, 2017 – 5:00 PM City Council Chambers 125 East Avenue B, Hutchinson, Kansas 1. ROLL CALL Macklin Hamilton Carr

Woleslagel Peirce Hornbeck (Vice Chair)

Bisbee (Chair) Roberts-Ropp Peterson

2. APPROVAL OF MINUTES – Meeting of October 17, 2017. 3. CORRESPONDENCE & STAFF REPORTS – Motion to accept documents into the official record. 4. PUBLIC HEARINGS a. ZV17-000007, Request for a variance from landscaping requirements for multiple family dwellings in the C-5 Downtown District at the SW Corner of Sherman Avenue and Washington Street. (Staff Representative: Amy Allison, Housing Program Coordinator) Action: Motion to (approve / deny) Staff’s recommendation to approve Zoning Variance #ZV17-000007 for a variance from landscaping requirements for multiple family dwellings in the C-5 Downtown District at the SW Corner of Sherman Ave and Washington Street. 5. UPCOMING CASES – None. The following cases have been submitted for the Planning Commission and will be considered at the meeting of December 5, 2017: a. CUP17-000008 Vicinity of northwest corner of East 23rd Ave and North Severance St – Request for a conditional use permit to install lighting (9, 70-foot poles and 1, 90-foot pole) at the Salt Hawk Soccer and Baseball Complex and have practices/games at night. b. CUP17-000009 Vicinity of the southwest corner of East 17th Ave and North Severance St – Request for a conditional use permit to add lighting to the existing Don Michael Game Field. Lighting would be made of four 4, 80-foot poles to have practices/games at night. 6. OPEN COMMENTS FROM THE AUDIENCE (Please limit comments to five minutes.) 7. ANNOUNCEMENTS a. November 21, 2107 meeting to be canceled – No cases. b. Update on Sign Code Revisions c. Report on Kansas Planning Conference – Bisbee, et al. 8. ADJOURNMENT

Staff Contacts:

Jana McCarron Amy Allison Charlene Mosier

620-694-2681 620-694-2638 620-259-4133

Casey Jones Aaron Barlow Jade D. Shain

620-694-2667 620-259-4198 620-259-4134

Item 2. BOARD OF ZONING APPEALS MINUTES MEETING OF: TUESDAY, OCTOBER 17, 2017 MEETING LOCATION: CITY COUNCIL CHAMBERS 125 EAST AVENUE B 1.

ROLL CALL The Board of Zoning Appeals meeting was called to order at 5:00 p.m. with the following members present: Harley Macklin (6/6), Tom Hornbeck (6/6), Valerie Roberts-Ropp (5/6), Janet Hamilton (3/6), Mark Woleslagel (4/6), and Terry Bisbee (5/6), Todd Carr (5/6), and Darryl Peterson (5/6). Member Ken Peirce (5/6) was absent. Planning Staff present were Jana McCarron, Director of Planning and Development; Casey Jones, Senior Planner; Amy Allison, Housing Program Coordinator; Aaron Barlow, Associate Planner; and Jade Shain, Planning Technician.

APPROVAL OF MINUTES The minutes of the July 18, 2017 meeting were approved on a motion by Carr, seconded by Macklin, passed unanimously.

CORRESPONDENCE & STAFF REPORTS The documents and staff reports were accepted into the official record on a motion by Hamilton, seconded by Peterson, passed unanimously.

REVOCATION OF SPECIAL USE PERMIT a. SUP17-000001, Request for a Special Use Permit for a pole sign in the P/I Public Institutional District at 1300 N Plum St. Bisbee asked for the staff presentation. Jones provided the staff presentation. The applicant, Luminous Neon, is requesting a Special Use Permit to replace and refurbish the existing pole sign at 1300 N Plum St. Since the EMC portion of the sign was installed over ten years ago under the former sign code, the replacement and refurbishment require a Special Use Permit in the P/I Public Institutional District. Jones said the sign will be the same – in height and width – and that only the electronic components of the sign will be different. Bisbee asked whether the applicant would like to speak. Tom Sellers, Luminous Neon, echoed what Jones said: the sign will be the same as the existing sign, the electronic components will be upgraded, and the screen will be nicer. Sellers added that the sign will be installed by the end of 2017. Bisbee asked for staff’s recommendation. Jones replied that since all the factors of approval for a Special Use Permit were met:

BOARD OF ZONING APPEALS MINUTES MEETING OF: TUESDAY, OCTOBER 17, 2017

Jones said that staff recommended approving the Special Use Permit request, with conditions, as outlined in the staff report and as follows: 1. This special use permit shall only be used for a pole sign at 1300 North Plum Street. 2. All electrical wiring to the sign shall be placed underground. 3. A sign permit shall be obtained prior to installation of the sign.

BOARD OF ZONING APPEALS MINUTES MEETING OF: TUESDAY, OCTOBER 17, 2017

4. The sign shall be designed and installed according to the approved plans. 5. If the sign is not installed completely by 10/17/2018, this special use permit shall expire automatically. 6. Failure to comply with the special use permit conditions of approval may result in revocation of the special use permit. Bisbee asked for a motion. Motion by Hornbeck, seconded by Peterson, to approve Staffâ&#x20AC;&#x2122;s recommendation to approve Special Use Permit #SUP17-000001 for a pole sign at 1300 North Plum Street based upon finding that the required factors for special use permit approval are met and with the staffrecommended conditions of approval. The motion passed with the following vote: Yes Macklin, Hamilton, Carr, Woleslagel, Hornbeck, Roberts-Ropp, Bisbee, Peterson. 5.

UPCOMING CASES a. ZV17-000007, Request for a variance from landscaping requirements for multiple family dwellings in the C-5 Downtown District at 00000 W Sherman Ave (Public hearing: 11/7/2017)

OPEN COMMENTS FROM THE AUDIENCE b. There were no comments from the audience.

ANNOUNCEMENTS a. Kansas Planning Conference October 19-20th, 2017. McCarron said that the registrations were closed. Bisbee is the only Planning Commissioner attending.

ADJOURNMENT â&#x20AC;&#x201C; The meeting adjourned 5:14 p.m.

Respectfully Submitted, Jade Shain, Planning Technician Approved this

day of

, 2017

Attest:

Item 4a. Agenda Item #: ____

STAFF REPORT

APPLICANT INFORMATION

Strategy S.2.1.b.3. of the Comprehensive Plan calls for “review of current regulations for barriers to infill development and discretionary items that increase developments costs.”

00000 W Sherman Ave

STAFF REPRESENTATIVE: Amy Allison Housing Program Coordinator APPLICANT: Jay Manske, Manske & Associates 8918 East Bradford Ct. Wichita, KS 67206 PROPERTY OWNER: The Link of Hutchinson, LLC 8918 East Bradford Ct. Wichita, KS 67206 DESIGN PROFESSIONAL: Shelden Architecture Garber Surveying Service CONCURRENT APPLICATIONS: CPA17-000003 ZA17-000010 APPLICATION MATERIALS: See City website: www.hutchgov.com ZONING: C-5 Downtown District (proposed)

PROPERTY INFORMATION

PROJECT SUMMARY

 DENIAL

COMP PLAN COMPATIBILITY

COMP PLAN DESIGNATION: Central Business (proposed) SUBDIVISION: Original Town Plat EXISTING LAND USE: Vacant SITE IMPROVEMENTS: Multi-family development proposed SIZE OF PROPERTY: 0.54 acres

Subject Property

NOTIFICATIONS & REVIEW

STAFF

RECOMMENDATION:

The applicant is requesting a variance from the front and side-yard landscaping requirements and the parking lot shade tree requirements of §27-908 of the Hutchinson Zoning Regulations, which requires 60 percent of the total landscaping points to be located in the front & side-yards and a tree to be located within 75 feet of all parking stalls.

LOCATION MAP

PUBLIC HEARING: YES NO MEETING DATE: November 7, 2017

STAFF

 Comprehensive Plan Amendment  Conditional Use Permit  Final Plat  Language Amendment  Preliminary Plat  Study Session  Subdivision Variance  Zoning Amendment  Other  Appeal  Special Use Permit  Variance

 APPROVAL

CASE #: ZV17-000007

DATE: October 26, 2017

PROPERTY PHOTO

REQUEST

Planning & Development Department 125 E Avenue B | Hutchinson KS 67501 620.694.2639

 Planning Commission  Board of Zoning Appeals

DEVELOPMENT REVIEW: 10/8/2017 PUBLIC NOTICE PUBLISHED 10/12/2017, Hutchinson News PROPERTY OWNER NOTICE MAILED: 10/10/2017 to 15 owners of 16 surrounding properties NEXT STEPS: Site Plan Approval, if approved

FOR OFFICE USE ONLY    

Approved Approved with Conditions Denied Tabled

ZV17-000007 The Link Landscaping Variance

BZA STAFF REPORT 11/07/2017 PUBLIC HEARING

ANALYSIS OF FINDINGS OF FACT REQUIRED FOR VARIANCE REQUESTS: Finding

1. The request for a variance must arise from a condition which is unique to the property in question, is not commonly found on other parcels in the same zone or district, and is not created by an action or actions of the property owner or applicant.

Analysis Front and Side-Yard Landscaping: The Link project is the first new construction project (except for the Wiley Parking Garage) in the C-5 Downtown District since the landscaping regulations were adopted. The 60% front and side-yard landscaping requirement does not have an exemption for new construction in our C-5 zoning district, requiring a more vehicular commercial landscaping standard that is not compatible with the downtown development.

Met | Not Met

 Met

Parking Lot Landscaping: Some downtown parking lots have shade trees, but not all. This is the first downtown development that has incorporated all its required parking onsite.

 Met

The adjacent properties are developed in a similar fashion as the proposed development and the variance will not adversely affect surrounding property owners.

 Met

Front and Side-Yard Landscaping: While the applicant does have room to accommodate the landscaping requirements, re-orienting the building to accommodate the 60% front and side-yard landscaping requirement would alter the design of the building. The change would reduce the space available for on-site parking and alter the downtown compatible design.

 Met

Parking Lot Landscaping: Accommodating a second shade tree in the parking lot would reduce the number of on-site spaces the property could provide. Though the applicant is proposing one more space than is required, the parking standard (1 space per dwelling unit) does not accommodate parking for staff or medical professionals who could be on-site to visit a client.

 Met  Not Met

4. Granting of the variance must not adversely affect the public health, safety, morals, order, convenience, prosperity, or general welfare.

The request would not adversely affect the public health, safety, morals or general welfare of the City.

 Met

5. Granting of the variance must not be contrary to the general spirit and intent of the Zoning Regulations.

The current landscaping plan provides more than the required landscaping points, with the use of permanent planters on their third-floor outdoor deck. The applicant has also been able to accommodate one shade tree within the parking lot. Therefore, staff feels that the applicant has tried to comply with the general spirit of the Landscaping Regulations but due to the unique property (Downtown Development) the current standards could not be met.

 Met

2. Granting of the variance must not adversely affect the rights of adjacent property owners or residents.

3. Strict application of the zoning regulations must cause an unnecessary hardship for the property owner. The variance must not merely serve as a convenience to the applicant but must alleviate some demonstrable or unusual hardship or difficulty.

ZV17-000007 The Link Landscaping Variance SITE PLAN REVIEW: Item

Front yard setback Side and rear yard setback for principal structure Side and rear yard setback for accessory structures Building height limit Maximum lot coverage Alley surfacing Drive aisle widths Parking Parking lot and drive aisle pavement Landscaping and Screening Mechanical Equipment Screening Trash Bin Screening Exterior Lighting Compatibility

BZA STAFF REPORT 11/07/2017 PUBLIC HEARING

Standard

Provided

0 feet rear | 0 feet side

 Met

0 feet rear | 0 feet side

Not applicable.

 Met

No limit 100% Concrete 24 ft. 28 spaces

40 feet 62% Concrete 24 ft. 29 spaces

 Met  Met  Met  Met  Met

Concrete or Asphalt

Asphalt

 Met

156 points

328 points

 Met

Required

Screened with parapet

 Met

Required Lighting shall be shaded if adjacent to residential use Must be compatible with the neighborhood

Screened with fencing Parking lot lighting is provided but the property is not adjacent to a residential use

 Met

Structure is compatible

 Met

0 feet

SURVEY:

Met /Not Met  Met

 Met

ZV17-000007 The Link Landscaping Variance

BZA STAFF REPORT 11/07/2017 PUBLIC HEARING

ZONING MAP (Proposed)

COMPREHENSIVE PLAN LAND USE MAP (Proposed)

ZV17-000007 The Link Landscaping Variance

BZA STAFF REPORT 11/07/2017 PUBLIC HEARING

PHOTOGRAPHS OF THE SUBJECT PROPERTY:

DEVELOPMENT REVIEW COMMITTEE COMMENTS: A development review committee meeting was held on October 10, 2017 to consider this request. Revised plans were required. All requirements of the committee are met with the revised plans dated November 1, 2017.

ATTACHMENTS: Exhibit A – Site Plan Exhibit B – Landscape Plan Exhibit C – Elevations Exhibit D—Landscaping Calculator

EXHIBIT A 2 1/2" x 2 1/2" x 1/4" STL TUBE 2" x 1 1/4" x 1/4" ANGLE (2) WELDED TO GATE FRAME

2" x 2" x 1/4" TEE WELDED TO HINGE PIPE

FROM BLDG OVERHANG

I N S P I R E D

CONCRETE PAD

7' - 0"

1" CARRIAGE BOLT 2 EA HINGE

MIN

3' - 0"

5" DIA X-STG PIPE

Existing Water Line

7' - 0"

Existing Water Line

TRANSFORMER

Existing Storm Sewer Line

4' - 0" MIN

S P A C E

Tel. 3 1 6 . 2 6 3 . 4 3 0 0 Fax.3 1 6 . 2 6 3 . 4 3 0 1 800 E. First, Suite 140 Wichita,

K a n s a s 67202

SHELDENARCHITECTURE.COM

WEST SHERMAN AVENUE Existing Water Line WM

ENLARGED PLAN - EL TRANSFORMER SCALE: 1/4" = 1'-0" NORTH

HINGE DETAIL

NEW CITY PARKING AS A CONTINUATION OF EXISTING STREET PARKING

11.9

SCALE: 1/2" = 1'-0" .3 15

NEW CONCRETE CURB & GUTTER

39.4

SWS_MH Rim=1528.36 FL(N)=1522.41 36" RCP FL(S)=1522.01 36" RCP

Existing Water Line

Street Sign

144' - 2 1/4"

WM Line ctric ad Ele Overhe

Overhead Electric Li ne

PROPERTY LINE

40.2

2 1/2"

2 1/2" x 2 1/2" x 1/4" STL TUBE

CMU LOT LINE WALL @ WEST END OF BUILDING

CONC. FOOTING

TRASH ENCLOSURE TREX 2X PICKETS

C SA1.1

18' - 0"

24' - 0"

PROPERTY LINE

Existing Sanitary Sewer Line Exposed and Suspended through Storm Sewer Box

Ove rhea d E lect ric Line

Existing Storm Sewer Line

MONUMENT ENTRY SIGN 3'X5' TO BE APPROVED VIA CITY SIGN PERMIT APPLICATION PRIOR TO INSTALL

SWS_MH Rim=1527.98 FL(W)=1524.03 15" RCP FL(S)=1522.62 36" RCP FL(N)=1552.43 36" RCP

Existing Gas Line

Inlet=1527.30 FL(E)=1524.35 15" RCP FL(W)=1524.05 15" RCP

7' - 2"

Sewer Line

NEW CONC. CITY ALLEY TO BE CONSTRUCTED TO CITY OF HUTCHINSON STANDARDS. DESIGN DRAWINGS TO BE PROVIDED TO THE ENGINEERING DEPARTMENT ONCE VARIANCE HAS BEEN EXECUTED AND APPROVED.

4 OCT 17

NEW CONCRETE CURB & GUTTER

EGRESS DOOR

Overhead Electric Line Capped Gas Line

ONE S WASHINGTON ST HUTCHINSON, KS

REF. 2' - 10 1/2"

SITE PLAN REVIEW

TRASH ENCLOSURE ELEVATIONS

d ea rh e v O

ic tr ec l E

ne Li

18' - 0"

ENTRY ONLY

Existing Sanitary Sewer Line Exposed and Suspended through Storm Sewer Box

PROJECT NO. 17-0030 ISSUE: DATE:

ELEVATION DOOR 495.00 (PL) 494.81 (C)

NORTH WASHINGTON STREET

Existing Storm Sewer Line

164' - 4 3/4"

11' - 0" 9' - 0" 2' - 0" 9' - 0" 9' - 0"

WALL PACK LIGHTING AT BLDG FACE ABOVE TYP.

EXIT ONLY

61' - 5 3/4"

9' - 0" 2' - 0" 9' - 0"

9' - 0" 9' - 0" 9' - 0"

CRUSHED AGG.

24' - 0"

REF.

6' - 7 1/4" 11' - 0" 5' - 0"

ST O RU RM AR N W EA OF AT IN F T ER LE O T

9' - 0" 9' - 0"

9' - 0"

ST O RU RM AR N W EA OF AT IN F T ER LE O T

3' - 0"

18' - 0"

NEW 3 STORY BUILDING STRUCTURE 28 UNIT APARTMENT BUILDING ZERO LOT LINE INFILL

MANSKE & ASSOCIATES, L.L.C.

18' - 0"

MIN 9' - 0" 9' - 0" 9' - 0" 9' - 0"

2' - 5"

LAMP POST LOCATION

89°28'34" W

SCALE: 1/4" = 1'-0"

CONCRETE 6' - 7 1/4" WALK

THE LINK

6' - 0"

EGRESS DOOR

61' - 5 3/4"

8'-0".

5/8" DIA, 30" LONG DROP ROD @ EA GATE

CONC. FOOTING

NEW ASPHALT PARKING LOT

5" DIA X-STG STL PIPE

1" DIA HOLE DRILLED INTO CONC SLAB PROVIDE 2 @ EA GATE IN BOTH OPEN AND CLOSED POSITION

11' - 0"

BOLLARD TYPICAL AT COLUMNS

9' - 0"

4" 2'-6"MIN

NEW ORNAMENTAL 6'-0" TALL WROUGHT IRON FENCE TO BE APPROVED VIA FENCE PERMIT PRIOR TO INSTALL

1x1 TRIM

ELEVATION WALL

29 TOTAL PARKING STALLS

9' - 0"

PROVIDE HANDLE & LATCH

B SA1.1

9' - 0"

1X6 TREX SYSTEM OR EQUAL COLOR TBD

6" DIA X-STG STL PIPE

5' - 0"

LINE OF BUILDING ABOVE PARKING STALLS

9' - 0"

1X6 TREX SYSTEM OR EQUAL COLOR TBD

1'-0" MIN

2X6 BOLTED TO GATE FRAME TOP, BOTTOM AND LATCH SIDE

1x1 TRIM

2x4 BOTTOM RAIL

TRANSFORMER PLACE BOLLARDS PER CITY STANDARDS G.C. TO VERIFY SPACING FROM TRANSFORMER BASED ON UNITS SIZE AND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO INSTALL/ CONC. PLACEMENT ETC. NOTE DISTANCE FROM FACE OF BUILDING TO TRANSFORMER, VERIFY W/ CITY REQ'S

8' - 0"

2x4 MID RAIL

GATE FRAME

3'-0".

2x4 TOP RAIL

LINE OF EXISTING ADJACENT BUILDING

CONC. FILL TO DEPTH OF PIPE ROUNDED TOP

4" DIA STL POST FASTEN W/ U- BOLT

11' - 0"

LAMP POST LOCATION

LAMP POST LOCATION 1/4" CARRIAGE BOLT (TYP)

9' - 0" 2' - 0" 9' - 0"

9' - 0"

NORTH

NOT TO SCALE

9' - 10 3/4"

e Lin

SCALE: 1/4" = 1'-0"

TRASH ENCLOSURE DETAILS

BACK ENTRY

ic tr ec El

TRASH ENCLOSURE

5" DIA X-STG PIPE 19' - 9"

NOTE: ALL MTL HARDWARE TO BE PAINTED. PNT AND FINISH SHALL BE SELECTED BY THE ARCHITECT

ad he er Ov

1" DIA HOLE DRILLED INTO CONC SLAB PROVIDE 2 @ EA GATE IN BOTH OPEN AND CLOSED POSITION

TRANSITION CURB FROM FULL HEIGHT @ PARKING TO 0" @ DUMPSTER (BOTH SIDES)

NOTE: ALL MTL HARDWARE TO BE PAINTED. PNT AND FINISH SHALL BE SELECTED BY THE ARCHITECT

(TYP)

PROVIDE 5/8" DIA, 30" LONG DROP ROD @ EA GATE

E.J.

TOP OF SLAB

NEW CONCRETE CURB & GUTTER

9' - 0"

TOP OF SLAB

12" X 12" X 1/4" GUSSET PLATE INSIDE ONLY ALL FOUR CORNERS (TYP) WELD ALL AROUND

4' - 0"

#4 x 18" SMOOTH BARS @ 2'-0" O.C.

NEW 3 STORY BUILDING STRUCTURE 28 UNIT APARTMENT BUILDING ZERO LOT LINE INFILL

PROPERTY LINE

65' - 4"

CLR.

4"DIA STL POST FASTEN W/ U BOLTS

3'- 0".

11"

2 1/2"

11' - 0"

1' - 0"

1 x 6 TREX SYSTEM OR EQUAL COLOR TBD

11"

(TYP)

6" DIA X-STG PIPE HINGE (TYP) 3" 4" 2'-6". 3" 4"

4" DIA STL POST SET IN CONCRETE FOOTING MIN 1'-0" DIA TO FROST DEPTH

11"

7" THICK CONCRETE APRON W/ #4 REBAR @ 2'-0" O.C. EA. WAY

7'- 6".

8' - 4"

10' - 1"

GREASE ZERK (TYP)

MIN

BOLLARD (2)

MAIN ENTRY

3" 4" 3"

5' - 0"

53' - 8 3/4"

Gas Test Station

60' - 10 3/4"

SWS_MH Rim=1527.41 FL(E)=1522.26 16" RCP FL(N)=1521.46 10'X3' Square FL(S)=1521.46 10'X3' Square

MH Rim=1528.18 FL(W)=523.58 8" Clay Pipe FL(E)=1523.62 10" Metal Pipe

NOTE: STORM DRAINAGE PLAN TO BE SUBMITTED TO CITY AND DESIGN BY AN ENGINEER. DRAWING TO BE PROVIDED TO ENGINEERING DEPARTMENT ONCE VARIANCE HAS BEEN EXECUTED AND APPROVED.

SITE PLAN

SITE PLAN SCALE: 1/16" = 1'-0" NORTH

By Amy Allison at 11:41 am, Nov 01, 2017

EXHIBIT B

Existing Building

PT PO

ROOTS PLANTED IN GOOD, ORGANIC TOP-SOIL (DEPTH 6'' MIN.) (see specifications).

SI T R IO EN N D OF ER C IN O G NC -1 E

2'' OF MULCH MATERIAL (see spec. for type)

Existing Water Line

PLACE PLANT IN VERTICAL PLUMB POSITION.

GROUND COVER TO BE PLANTED WITH IRREGULAR SPACING SPACE PER PLANT SCHEDULE

Existing Storm Sewer Line

LANDSCAPE NOTES

Existing Water Line WM

SECTION

Existing Water Line

WEST SHERMAN AVENUE

PRUNE BROKEN AND DAMAGED

SWS_MH Rim=1528.36 FL(N)=1522.41 36" RCP FL(S)=1522.01 36" RCP

TWIGS AFTER PLANTING. 11.9

39.4

.3 15

FH Street Sign

PLACE PLANT IN VERTICAL

POTTED BOXWOOD

PLUMB POSITION.

40.2

2" OF MULCH (SEE SPEC. FOR TYPE)

1. ALL LANDSCAPE WORK SHALL BE DONE IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. ALL AREAS CALLED OUT AS SEEDED SHALL BE SEEDED AT 2.5 TO 3 LBS PER 1,000 SQ FT AND FERTILIZED AT 40 LBS PER ACRE. ACCEPTED. 3. TREES WITH BROKEN LEADERS OR NO CENTRAL LEADER WILL NOT BE 4. ALL PLANTING BEDS SHALL BE PREPARED BY KILLING ALL EXISTING VEGETATION WITH ROUND-UP (OR EQUAL) ACCORDING TO LABEL DIRECTIONS. A PRE-EMERGENT HERBICIDE SUCH AS TREFLAN (5%) (OR EQUAL) SHALL BE APPLIED PER LABEL DIRECTIONS. ALL PLANTING BEDS TO RECEIVE 2" ORGANIC MATTER (SUCH AS COTTON BUR MULCH, COMPOST, OR HUMUS) AND SHALL BE ROTOTILLED IN TO A DEPTH OF 10-12". COVER TILLED SOIL WITH 20YR. WEED CONTROL COVER MATT AND PLACE RIVERROCK AS DESCRIBED IN NEXT ITEM 5. MULCH ALL PLANTING BEDS WITH MIN. 3" OF RIVERROCK. MULCH ALL TREE SAUCER WELLS AS REQUIRED WITH MIN. 3" OF MULCH. MULCH MATERIAL TO BE 2"-3" DIAMETER COLORADO RIVERROCK, TYP. 6. METAL EDGING SHALL BE USED TO SEPARATE ALL TURF AREAS FROM PLANTING BEDS. EDGING SHALL BE 10 GAUGE THICKNESS, COMMERCIAL GRADE, OR APPROVED EQUAL. 7. GENERAL CONTRACTOR TO SUPPLY AND PLACE AT A DEPTH OF 4", ALL TOPSOIL ON GENERAL CONTRACTOR TO SUPPLY AND PLACE AT A DEPTH OF 4", ALL TOPSOIL ON SITE WITHIN THE LIMITS OF CONSTRUCTION. 8. TOPSOIL HAULED ONTO SITE SHALL BE FERTILE, FRIABLE, NATURAL LOAM TOPSOIL, OF TOPSOIL HAULED ONTO SITE SHALL BE FERTILE, FRIABLE, NATURAL LOAM TOPSOIL, OF UNIFORM QUALITY CHARACTERISTIC OF REPRESENTATIVE LOCAL SOILS WHICH PRODUCE HEAVY GROWTH OF CROPS, GRASS, OR OTHER VEGETATION. IT SHALL BE FREE OF TRASH, OR OTHER MATTER TOXIC TO PLANT GROWTH. 9. TOPSOIL SHALL BE DELIVERED IN AN UNFROZEN AND NON- MUDDY CONDITION AND SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 10. PRIOR TO ANY EXCAVATION FOR LANDSCAPING PURPOSES THE LOCATION OF UNDERGROUND UTILITIES SHALL BE DETERMINED BY CALLING KANSAS ONE CALL AT 687-2470/1-800-344-7233. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITIES. 11. REPORT ANY DISCREPANCIES IN THE PLANTING PLAN TO THE LANDSCAPE ARCHITECT, PRIOR TO STARTING CONSTRUCTION. 12. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE G.C. TO GAIN SITE ACCESS TO INSTALL THE PLANTS AND MAINTAIN GROUNDS, UNTIL FINAL ACCEPTANCE FROM OWNER. UPON FINAL ACCEPTANCE, THE ONE (1) YEAR GUARANTEE PERIOD WILL BEGIN. 13. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE G.C. TO INSTALL THE ACCEPTANCE FROM OWNER. PLANTS AND MAINTAIN GROUNDS, UNTIL FINAL 14. THE LANDSCAPE CONTRACTOR SHALL SUBMIT BID WITH UNIT PRICES FOR ALL PLANTS, INCLUDING MULCH, INSTALLATION, 1 YEAR GUARANTEE, BED PREPARATION, FERTILIZER, ETC. 15. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO THE EXTERIOR OF THE BUILDING OR ANY PART OF THE PARKING LOT WHEN INSTALLING OR MAINTAINING THE PLANTINGS BEFORE FINAL ACCEPTANCE. 16. FALL PLANTING SEASON SHALL BE SEPTEMBER 1 THRU OCTOBER 31. SPRING PLANTING SEASON SHALL BE APRIL 1 THRU JUNE 30. FOR GRASS SEEDING, FALL SEASON SHALL BE SEPTEMBER 1 THRU MID OCTOBER. SPRING SEASON FOR SEEDING SHALL BE FROM MARCH 15 THRU MID MAY.

3RD FLOOR OUTDOOR DECK AMENITITY SPACE

TAMP AND SOAK BACKFILL

Tel. 3 1 6 . 2 6 3 . 4 3 0 0 Fax.3 1 6 . 2 6 3 . 4 3 0 1 800 E. First, Suite 140 Wichita,

K a n s a s 67202

SHELDENARCHITECTURE.COM

PLANT SCHEDULE

PREPARED BACKFILL 1.5X

S P A C E

POTTED LADY PALM ORNAMENTAL TREES @ FRONT ENTRY SIDEWALK LEVEL

ROOF OF 3RD FLOOR

(SEE SPECIFICATIONS.)

I N S P I R E D

PRUNE ALL DAMAGED TWIGS AFTER PLANTING.

POTTED BOXWOOD BUSH @ DECK 2ND FLOOR IN +/- 50 #CONTAINER

RUBBER HOSE LOOP. AT CROOK OF LOWEST BRANCH

POTTED LADY PALM ORNAMENTAL TREE @ DECK 2ND FLOOR IN +/- 100 # CONTAINER. CONTAINER SIZE TO VARY FROM 24"-30"-36" TALL AND HAVE WIDTH OF +/- 12"x12", 16"x16", 24"x24", 30"x30". MATERIALS OF CONTAINERS TO BE CERAMIC OR CONC. OR WOOD CONTAINER BOXES OR AN EXTERIOR RESIN APPROVED MATERIAL SUITABLE FOR EXTERIOR SPACES

16 GA. SOLID WIRE SAFETY FLAG

2"x2" STAKE KEEP STAKE PLUMB & OUT OF TREE PIT.

Existing Storm Sewer Line

POTTED HOLLY EVERGREEN SHRUBS @ DECK 2ND FLOOR IN +/- 50 #CONTAINER

ROOF OF 3RD FLOOR

NEW ORNAMENTAL 6'-0" TALL WROUGHT IRON FENCE TO BE APPROVED VIA FENCE PERMIT PRIOR TO INSTALL

ORNAMENTAL TREES

EVERGREEN SHRUBS

GROUND COVERS

RIVERROCK MULCH BEDS, TYP.

PREPARED BACKFILL 1.5X

3'-0" MIN.

PINE DWARF

TAMP TO PREVENT SETTLEMENT SOAK BACKFILL AFTER PLANTING.

SKY ROCKET JUNIPER

TREES THAT NATURALLY GROW WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF CENTRAL LEADER IS PRUNED, DAMAGED OR DOES NOT EXIST.

Existing Sanitary Sewer Line Exposed and Suspended through Storm Sewer Box

SHADE TREE ELM

1.5X

Existing Storm Sewer Line

SI T R IO EN N D OF ER IN CO G NC -3 E

Existing Sanitary Sewer Line Exposed and Suspended through Storm Sewer Box

CARPET ROSE GROUND COVER - SALVIA Capped Gas Line

Existing Gas Line GP

Inlet=1527.30 FL(E)=1524.35 15" RCP FL(W)=1524.05 15" RCP

Existing Building Gas Test Station

SWS_MH Rim=1527.98 FL(W)=1524.03 15" RCP FL(S)=1522.62 36" RCP FL(N)=1552.43 36" RCP

SWS_MH Rim=1527.41 FL(E)=1522.26 16" RCP FL(N)=1521.46 10'X3' Square FL(S)=1521.46 10'X3' Square

MH Rim=1528.18 FL(W)=523.58 8" Clay Pipe FL(E)=1523.62 10" Metal Pipe

Sewer Line

CONT

CAL

Ulmus hybs

American Elm

B&B

3" Cal

QTY

BOTANICAL NAME

COMMON NAME

CONT

CAL

12 4 12

Broadleaf Lady Palm Juniperus Virginiana Skyrocket Ilex crenata

Broadleaf Lady Palm Blue Skyrocket Juniper Sky Pencil - Holly

5 gal B&B 3 gal

1 1/2" Cal

BOTANICAL NAME

COMMON NAME

CONT

Buxus microphylla japonica `Winter Gem` Full & Healthy

Winter Gem Boxwood

3 gal

cont.

Rosa X ‘Noare’

Red Carpet Rose

3 gal

cont.

QTY

BOTANICAL NAME

COMMON NAME

CONT

Mugho Pine - Dwf

Pinus Mugho Mughus

5 gal

QTY

BOTANICAL NAME

COMMON NAME

QTY

(S) Salvia x Superba

Salvia (East Friesland)

1gal

cont.

12” o.c.

IRRIGATION NOTES

TREE SAUCER REMOVE BURLAP FROM TOP 1/3 OF BALL.

COMMON NAME

DECIDUOS SHRUBS QTY

2" OF MULCH

5'-0"

BOTANICAL NAME

1. CONTRACTOR TO DESIGN HEAD TO HEAD COVERAGE SYSTEM FOR THE HATCHED AREA. 2. ALL IRRIGATION WORK IS TO BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND REGULATIONS. 3. IRRIGATION CONTRACTOR SHALL DESIGN SYSTEM SO TURF HEADS ARE ON SEPARATE ZONES FROM SHRUB SPRAY HEADS. 4. THE IRRIGATION CONTRACTOR DOES NOT START IRRIGATION CONSTRUCTION UNTIL FINAL SHOP DRAWINGS ARE SUBMITTED AND APPROVED TO THE LANDSCAPE ARCHITECT, ARCHITECT AND/OR OWNER PRIOR TO CONSTRUCTION FOR FINAL APPROVAL WHICH: USE RAINBIRD, TORO, HUNTER PRODUCTS, OR APPROVED EQUAL, WHICH WILL ILLUSTRATE TYPE OF HEAD, HEAD COVERAGE, VALVE LOCATION, PIPING AND ACCESSORIES, AND MAIN LINE LOCATION. I INCLUDED IN SHOP DRAWINGS SHOW ZONE PRESSURE, VALVE SIZE, GPM REQUIREMENTS AND PIPE SIZING. ALSO SPECIFY A RAIN SWITCH OR MOISTURE SENSING DEVICE PER CITY CODES. 5. PRIOR TO CONSTRUCTION, IRRIGATION CONTRACTOR TO LOCATE ALL EXIST AND PROPOSED UTILITIES AND ELECTRICAL WIRING. 6. CONTRACTOR SHALL NOT INSTALL IRRIGATION SYSTEM WHEN ANY OBSTRUCTIONS IN THE FIELD EXIST. CONTACT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING AROUND OBSTRUCTIONS. 7. ALL IRRIGATED TURF AREAS SHALL BE HEAD-TO-HEAD COVERAGE WITH TRIANGLE SPACING WHERE POSSIBLE. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE COVERAGE IN SHRUB BED USING DRIP SYSTEM AND/OR SPRAY HEADS. THE BUFFALO GRASS WILL NOT REQUIRE ZONES IRRIGATION TO BE INSTALLED. 8. HEADS TO BE ADJUSTED TO NOT SPRAY ON BUILDINGS, WALKS, OR DRIVES. SPRAY HEADS WILL BE LOCATED NEAREST TO PLANTING BED EDGE USING FUNNY PIPE AND FITTINGS. SPRAY HEADS TO BE LOCATED AND SIZED SO NOT TO BE SUSCEPTIBLE TO DAMAGE BY AUTOMOBILE OVERHANGS. 9. IRRIGATION CONTRACTOR SHALL COORDINATE WITH PAVING CONTRACTOR TO LOCATE AND INSTALL REQUIRED IRRIGATION LINES SLEEVING PRIOR TO ANY PAVING. COMBINE PIPING WHEN POSSIBLE TO SAVE ON SLEEVING MATERIAL. SLEEVES TO BE MIN. 20" BELOW FINISH GRADE. VERIFY FINAL DEPTH W/ PAVING CONTRACTOR FOR ADEQUATE COVERAGE. 10. AUTOMATIC DRAINAGE VALVES TO BE LOCATED AT THE ENDS OF LINES AND AT THE LOWEST POINTS ON THE LINES. 11. IRRIGATION CONTRACTOR TO VERIFY LOCATION OF WATER SUPPLY WITH GC PRIOR TO INSTALLATION OF SYSTEM. IRRIGATION CONTRACTOR SHALL VERIFY STATIC PRESSURE. 12. LOCATE IRRIGATION CONTROLLER PER OWNER'S DIRECTION.

ONE S WASHINGTON ST HUTCHINSON, KS

SCREEN WALL/ARBOR INTEGRATED W/ RAILING

QTY

THE LINK

1.5X

POSITION OF CONCEPT RENDERING - 2

Existing Building

NORTH WASHINGTON STREET

Existing Building

SHADE TREE

MANSKE & ASSOCIATES, L.L.C.

AFTER PLANTING.

PROJECT NO. 17-0030 ISSUE: DATE: SITE PLAN REVIEW

4 OCT 17

LANDSCAPE PLAN SCALE: 1/16" = 1'-0"

LANDSCAPE PLAN

NORTH

167' - 4 3/4" 3' - 0"

60' - 8 1/4"

93' - 9 1/4"

3 A3.1 METAL COPING CAP

E.I.F.S COLOR-1

4 A3.1

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

MATERIAL LEGEND

9' - 11 1/4"

4 A3.2

2 A3.2

1 A3.2

3 A3.2

5 A3.2

KEY LADDER FOR ACCESSING CONDENSING UNITS

SCREEN WALL INTEGRATED WITH RAILING

CONDENSING UNITS REF MECH

PREFINISHED GUTTER

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

DESCRIPTION

T.O. TOWER ELEV 140' - 6" B.O. TOWER AWNING ELEV 138' - 4"

METAL COPING CAP

T.O. ELEVATOR PARAPET ELEV 137' - 6"

VW5b

E.I.F.S COLOR-1 EQ

VW5b

2' - 11 1/4"

7' - 0"

T.O. PARAPET BRICK ELEV 134' - 8"

I N S P I R E D

E.I.F.S.TO WRAP CMU CORNER

1' - 0" VW7

Fax.3 1 6 . 2 6 3 . 4 3 0 1 METAL COPING CAP

VW7

VW6a

VW7

VW6a

VW5a

VW6a

VW5a

E.I.F.S COLOR-1

VW5a

AJ VW5a

5' - 4"

PREFINISHED COLLECTOR BOX AND DOWNSPOUT TO WRAP BACK AND DOWNT TO COLUMN REF STCUTCTURAL FOR STORM WATER LINE

E.I.F.S COLOR-1

2' - 8"

1ST FLOOR ELEV 100' - 0"

VINYL WINDOW FIXED

WEST ELEVATION

34' - 6 3/4"

28' - 0"

3 A3.1

METAL COPING CAP

E.I.F.S COLOR-1

92' - 5 3/4"

METAL COPING CAP

WALL SCONCE

BRICK, MODULAR, 4" x 2 2/3" x 8" NOMINAL SIZE. COLOR AS SELECTED BY OWNER.

BRICK, DOUBLE SOLDIER

SAME AS BRICK W/ 1/2" REVEAL. MIN 8" BEARING AT LINTELS

CONSTRUCTION JOINT - MASON TO COORDINATE WITH GC FOR BEST LOCATIONS

COPING

METAL COPING CAP, COLOR TO MATCH CAST STONE

DOWNSPOUT

DOWNSPOUT NOZZLE (SHEEP'S TONGUE) FROM OVERFLOW ROOF DRAIN. SEE PLUMBING FOR SIZE

EGRESS LIGHT, SEE ELECTRICAL

ROOF DRAIN

COMBINATION ROOF DRAIN AND OVERFLOW. SEE PLUMBING FOR SIZE.

EIFS

1-1/2" EIFS SYSTEM.........

SIGNAGE

BUILDING SIGNAGE REQUIRES SEPARATE SUBMITTAL AND APPROVALS

E.I.F.S COLOR-1

CASTSTONE

CASTSTONE..........

9' - 11 1/4"

4 A3.2

4 A3.1

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

BRICK

SCALE: 1/8" = 1'-0" 167' - 4 3/4"

2' - 5"

SHELDENARCHITECTURE.COM

WINDOW SILL 2 ELEV 114' - 0" 2ND FLOOR ELEV 112' - 0"

STL COLUMN, PNT REF STRUCTURAL

CONDENSING UNITS REF MECH

3 A3.2

1 A3.2

2 A3.2

SCREEN WALL INTEGRATED WITH RAILING

K a n s a s 67202

PREFINISHED GUTTER

AJ AJ

Wichita,

1' - 0"

VW6a

800 E. First, Suite 140

3RD FLOOR ELEV 123' - 0"

4' - 6"

6' - 0"

6' - 2"

S P A C E

Tel. 3 1 6 . 2 6 3 . 4 3 0 0

4' - 10"

PNT CMU WALL ABOVE EXISTING ADJACENT BUILDING

4' - 5 1/4"

AJ VW5b

6' - 0 3/4"

AJ VW5b

5' - 4"

AJ CMU WALL

EXHIBIT C

T.O. PARAPET E.I.F.S. ELEV 135' - 8"

PREFINISHED GUTTER

5 A3.2

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

LADDER FOR ACCESSING CONDENSING UNITS

T.O. TOWER ELEV 140' - 6" B.O. TOWER AWNING ELEV 138' - 4"

METAL COPING CAP

T.O. ELEVATOR PARAPET ELEV 137' - 6"

VW5b

AJ E.I.F.S COLOR-1

VW5b

5' - 4"

T.O. PARAPET BRICK ELEV 134' - 8"

METAL COPING CAP

3RD FLOOR ELEV 123' - 0"

4' - 10"

3 EQ SECTIONS = 12' - 0"

T.O. PARAPET E.I.F.S. ELEV 135' - 8"

AJ 6' - 2"

AJ CUT THROUGH BUILDING SHOWN BLANK

VW7

VW6a

VW7

VW6a

VW7

VW6a

PREFINISHED GUTTER WINDOW SILL 2 ELEV 114' - 0" 2ND FLOOR ELEV 112' - 0"

VW5a

E.I.F.S COLOR-1

VW5a

AJ VW5a

5' - 4"

ELECTRIC METERS REF ELECTRICAL

E.I.F.S COLOR-1

2' - 8"

WALL SCONCE

4' - 6"

1ST FLOOR ELEV 100' - 0"

VINYL WINDOW FIXED

THE LINK

6' - 0"

AJ AJ

WEST ELEVATION - COURTYARD SCALE: 1/8" = 1'-0" 146' - 7 1/4"

91' - 5 3/4"

42' - 1 1/2"

PREFINISHED GUTTER

METAL COPING CAP

STL POST FOR DECK LIGHTING INTEGRATED W/ GUARD RAIL, PNT

WALL SCONCE REF ELECTRICAL

CONDENSING UNIT REF MECH

STL POST INTEGRATED W/ GUARD RAIL, PNT

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

WALL SCONCE REF ELECTRICAL

VW12

2' - 8"

9' - 6"

2' - 0"

W15

OVERFLOW

METAL COPING CAP T.O. TOWER ELEV 140' - 6" B.O. TOWER AWNING ELEV 138' - 4"

E.I.F.S. TO WRAP CMU CORNER

W15

PROJECT NO. 17-0030 ISSUE: DATE:

T.O. ELEVATOR PARAPET ELEV 137' - 6" T.O. PARAPET E.I.F.S. ELEV 135' - 8"

CONDENSING UNIT REF MECH

E.I.F.S COLOR-1

T.O. PARAPET BRICK ELEV 134' - 8"

3' - 8 1/2"

PREFINISHED GUTTER SEE DETAIL

PREFINISHED DOWNSPOUT ROUTE TO STORM WATER

3RD FLOOR ELEV 123' - 0"

VW7

VW6a

E.I.F.S COLOR-1

AJ EQ

VW6a

VW5a

VW6a

AJ E.I.F.S COLOR-1 EQ

VW9

WINDOW SILL 2 ELEV 114' - 0" 2ND FLOOR ELEV 112' - 0"

EXTERIOR ELEVATIONS

VW5a

5' - 4"

AJ VW5a

VW7

VW6a

CUT THROUGH BUILDING SHOWN BLANK

STL POST FOR DECK LIGHTING INTEGRATED W/ GUARD RAIL, PNT

1 A3.1

CT IO N

OUTLETS FOR LIGHTING REF ELECTRICAL

2 A3.1

NS TR U

5 A3.1

3' - 0"

4' - 8"

10' - 0"

1ST FLOOR ELEV 100' - 0"

EXISTING ADJACENT BUILDING

STL COLUMN, PNT REF STRUCTURAL

SOUTH ELEVATION - COURTYARD SCALE: 1/8" = 1'-0"

ONE S WASHINGTON ST HUTCHINSON, KS

MANSKE & ASSOCIATES, L.L.C.

4' - 5 1/4"

6' - 0 3/4"

By Amy Allison at 11:41 am, Nov 01, 2017

146' - 7 1/4" 45' - 1 1/2"

28' - 7 1/4"

1 A3.1

METAL COPING CAP

2 A3.1

8' - 7 5/8"

9' - 5 7/8"

6' - 4"

4' - 8"

17' - 4"

4' - 4" 4' - 4"

BRAKE METAL

4' - 4"

E.I.F.S. COLOR-1

3' - 5"

MASONRY BRICK SOLDIER COURSE

3' - 0"

STOREFRONT SYSTEM

MASONRY BRICK

METAL COPING CAP

CAST STONE WINDOW SILL

E.I.F.S COLOR-1

E.I.F.S COLOR-2

MASONRY BRICK SOLDIER COURSE

METAL COPING CAP

E.I.F.S. COLOR-1

W14

VW10

VW6b

VW10

VW6b

T.O. TOWER ELEV 140' - 6" B.O. TOWER AWNING ELEV 138' - 4" T.O. PARAPET E.I.F.S. ELEV 135' - 8" T.O. PARAPET BRICK ELEV 134' - 8"

I N S P I R E D

S P A C E

CJ CJ

E.I.F.S COLOR-3

VW7

VW6a

VW7

VW6a

2' - 1 1/2"

CJ CJ

Fax.3 1 6 . 2 6 3 . 4 3 0 1

VW10

VW6b

WINDOW SILL 3 ELEV 124' - 10 23/32" 3RD FLOOR ELEV 123' - 0"

E.I.F.S COLOR-2

VW6a

VW7

VW6a

CJ VINYL WINDOW FIXED

6' - 0"

CJ VW2

2' - 8"

VW3

STOREFRONT SYSTEM

CAST STONE

VW1

VW2

MASONRY BRICK SOLDIER COURSE

VINYL WINDOW FIXED

VW2

VW1

WINDOW SILL 1 ELEV 102' - 8"

MASONRY BRICK

VINYL WINDOW SLIDING

Wichita,

K a n s a s 67202

SHELDENARCHITECTURE.COM

WINDOW SILL 2 ELEV 114' - 0" 2ND FLOOR ELEV 112' - 0"

CJ E.I.F.S COLOR-2

800 E. First, Suite 140

VINYL WINDOW SLIDING

2' - 10"

BRAKE METAL

DESCRIPTION

Tel. 3 1 6 . 2 6 3 . 4 3 0 0

VW6a

7' - 0"

MATERIAL LEGEND

15' - 7 1/4"

VINYL WINDOW FIXED

MTL COPING

E.I.F.S. COLOR-1

CONDENSING UNITS REF MECH

THE LINK

5' - 4"

6' - 7"

27' - 2 1/2"

KEY

MASONRY BRICK

4' - 4"

E.I.F.S. COLOR-1

3' - 0"

14' - 8 1/2"

5 A3.1

2' - 2"

E.I.F.S. COLOR-1

15' - 4 1/4"

1ST FLOOR ELEV 100' - 0"

CAST STONE

EXISTING ADJACENT BUILDING

NORTH ELEVATION

BRICK

BRICK, MODULAR, 4" x 2 2/3" x 8" NOMINAL SIZE. COLOR AS SELECTED BY OWNER.

BRICK, DOUBLE SOLDIER

SAME AS BRICK W/ 1/2" REVEAL. MIN 8" BEARING AT LINTELS

CONSTRUCTION JOINT - MASON TO COORDINATE WITH GC FOR BEST LOCATIONS

COPING

METAL COPING CAP, COLOR TO MATCH CAST STONE

DOWNSPOUT

DOWNSPOUT NOZZLE (SHEEP'S TONGUE) FROM OVERFLOW ROOF DRAIN. SEE PLUMBING FOR SIZE

EGRESS LIGHT, SEE ELECTRICAL

ROOF DRAIN

COMBINATION ROOF DRAIN AND OVERFLOW. SEE PLUMBING FOR SIZE.

EIFS

1-1/2" EIFS SYSTEM.........

SIGNAGE

BUILDING SIGNAGE REQUIRES SEPARATE SUBMITTAL AND APPROVALS

CASTSTONE

CASTSTONE..........

SCALE: 1/8" = 1'-0"

167' - 4 3/4"

MASONRY BRICK

MASONRY BRICK SOLDIER COURSE

E.I.F.S COLOR-1

CJ AJ

5' - 5"

AJ E.I.F.S COLOR-1

METAL COPING CAP

AJ AJ

CJ VW10

VW6b

VW10

VW6b

VW10

VW6b

E.I.F.S COLOR-1

5' - 4"

METAL COPING CAP

E.I.F.S COLOR-2

T.O. TOWER ELEV 140' - 6" B.O. TOWER AWNING ELEV 138' - 4" T.O. PARAPET E.I.F.S. ELEV 135' - 8" T.O. PARAPET BRICK ELEV 134' - 8"

STOREFRONT SYSTEM WINDOW SILL 3 ELEV 124' - 10 23/32" 3RD FLOOR ELEV 123' - 0"

BRAKE METAL

CAST STONE

VW1

MASONRY BRICK SOLDIER COURSE

VW1

VINYL WINDOW SLIDING

VW2

VW1

E.I.F.S COLOR-1

CAST STONE

9' - 1 3/4"

VW2

VW1

CJ CJ

MASONRY BRICK SOLDIER COURSE

B 10 1/4"

VW2

CAST STONE

VW12

AJ EQ

E.I.F.S COLOR-1 EQ

1ST FLOOR ELEV 100' - 0"

E.I.F.S COLOR-1

STOREFRONT SYSTEM

45' - 1 1/2"

PREFINISHED METAL COPING CAP E.I.F.S COLOR-1

PREFINISHED METAL COPING CAP

VW12

1 A3.1 OVERFLOW

PREFINISHED COLLECTOR BOX AND DOWNSPOUT

STL POST INTEGRATED W/ GUARD RAIL, PNT

2 A3.1

4' - 7 3/8"

CONDENSING UNIT REF MECH

E.I.F.S COLOR-1 AJ

11' - 9 1/4"

STL POST FOR DECK LIGHTING INTEGRATED W/ GUARD RAIL, PNT

WINDOW SILL 1 ELEV 102' - 8"

146' - 7 1/4"

9' - 6"

20 EQ PANELS O.C. = 80' - 0"

METAL COPING CAP

6' - 0 3/4"

METAL COPING CAP

STL GUARD RAIL, PNT

SCALE: 1/8" = 1'-0"

PARTIAL SCREEN WALL SHOWN

E.I.F.S COLOR-1

EAST ELEVATION

79' - 8 1/2"

PREFINISHED GUTTER

VINYL WINDOW FIXED

5 A3.1

STL POST FOR DECK LIGHTING INTEGRATED W/ GUARD RAIL, PNT

AJ 1' - 10"

VW11

AJ EQ

VW7

VW6a

VINYL WINDOW SLIDING

VW6a

VW7

VW6a

VW9

VW6a

10' - 0"

4' - 6"

AJ 5' - 5"

AJ AJ EQ

AJ EQ

VW5a

AJ VW5a

AJ E.I.F.S COLOR-1 EQ

9' - 1 5/8"

2' - 0"

6' - 2 3/4"

20' - 11"

EXISTING ADJACENT BUILDING

BOLLARD REF STRUCTURAL

PREFINISHED COLLECTOR BOX AND DOWNSPOUT TO WRAP BACK AND DOWNT TO COLUMN REF STCUTCTURAL FOR STORM WATER LINE

STL COLUMN, PNT REF STRUCTURAL

VINYL WINDOW FIXED

SOUTH ELEVATION SCALE: 1/8" = 1'-0"

E.I.F.S COLOR-1

2' - 0" 3' - 6"

VW8

AJ AJ 4' - 7 1/8" 2' - 0" AJ

AJ 8' - 10 5/8"

3' - 6"

2ND FLOOR ELEV 112' - 0"

VW5a

EXTERIOR ELEVATIONS

6' - 0"

E.I.F.S COLOR-1

MASONRY BRICK AJ

11' - 4"

VW4

AJ CJ 18' - 11 3/4"

VINYL WINDOW FIXED

2' - 8"

3RD FLOOR ELEV 123' - 0"

3' - 6"

4' - 10"

6' - 2"

PREFINISHED GUTTER SEE DETAIL

T.O. PARAPET E.I.F.S. ELEV 135' - 8" T.O. PARAPET BRICK ELEV 134' - 8"

MASONRY BRICK SOLDIER COURSE

AJ E.I.F.S COLOR-1

PROJECT NO. 17-0030 ISSUE: DATE:

CT IO N

E.I.F.S COLOR-1

VW2

3' - 9 1/4"

6' - 8 3/4"

VW2

5' - 4"

2' - 8"

ONE S WASHINGTON ST HUTCHINSON, KS

MANSKE & ASSOCIATES, L.L.C.

NS TR U

E.I.F.S COLOR-2 AJ

WINDOW SILL 2 ELEV 114' - 0" 2ND FLOOR ELEV 112' - 0"

METAL COPING

VW6a

THE LINK

VW7

VW6a

1' - 10"

AJ AJ

VW7

VW6a

7' - 0"

VW6a

CJ AJ

VW7

VW6a

6' - 0"

VW6a

2' - 1 1/2"

VW7

VW6a

VW1

2' - 8"

MASONRY BRICK

E.I.F.S COLOR-2

3' - 0"

4' - 4"

22' - 7 3/4"

6' - 0"

4' - 2" 7' - 4"

3' - 0"

3 A3.1

CJ VW6b

5' - 8"

4 A3.1

VW10

17' - 11 3/4"

4' - 0"

E.I.F.S COLOR-1

6' - 0"

3' - 4"

13' - 3 1/2"

METAL COPING CAP

E.I.F.S COLOR-1

4 A3.2

CONDENSING UNITS REF MECH

VINYL WINDOW FIXED

MASONRY BRICK SOLDIER COURSE

MASONRY BRICK

VINYL WINDOW SLIDING

2 A3.2

18' - 4 1/2"

4' - 4"

1 A3.2

10' - 3 1/4"

2' - 8"

6' - 8 3/4"

VINYL WINDOW FIXED

CAST STONE WINDOW SILL 3' - 9 1/4" 1' - 10"

METAL COPING CAP

3 A3.2

15' - 4 1/4"

4' - 4"

5 A3.2

14' - 8 1/2"

4' - 4"

27' - 2 1/2"

2' - 2"

15' - 11 1/2"

8' - 0"

6' - 7"

CAST STONE

WINDOW SILL 1 ELEV 102' - 8" 1ST FLOOR ELEV 100' - 0"

By Amy Allison at 11:41 am, Nov 01, 2017

LANDSCAPING POINT CALCULATION SHEET Calculated by: Project: Sq. Ft. of Disturbed Site: Parking Spaces (required): Type of Plant Material Large Tree

Medium Tree Small Tree Ornamental Tree Large Shrub/Perennial Medium Shrub/Perennial Small Shrub/Perennial Groundcover (GC) & Native Grasses Existing Significant Ornamental Tree Tree

NonOrnamental Tree

Landscape Berm Turf Grass

Amy Allison Manske & Associates Company: Date: 9/7/2017 The Link Project #: ZV17-000007 23,944 (1 point for every 200 sq. ft.) 18 Parking Spaces (additional): 0 Points Required: Minimum Size (at time of planting) Point Value Deciduous Evergreen Evergreen Tree Deciduous Tree Points 8-inch or greater caliper 22 feet and higher 26 0 7-inch caliper 19-21 feet in height 24 0 6-inch caliper 16-18 feet in height 22 0 5-inch caliper 13-15 feet in height 20 0 4-inch caliper 11-12 feet in height 18 0 3-inch caliper 9-10 feet in height 15 1 15 2-inch caliper 7-8 feet in height 12 0 1.5-inch caliper 5-6 feet in height 9 0 Multiple Trunk (Minimum of 3 trunks with smallest 5-6 feet in height 9 12 108 4 trunk 1.5-inch caliper 5 gallon 24 inches in height 5 3 gallon 12 inches in height 3 2 gallon 8 inches in height 2 1 gallon 1 1 per square yard 2-inch caliper ornamental tree 12 0 2.5-inch caliper ornamental tree 15 0 6-inch caliper 22 0 7-inch caliper 24 0 8 to 10-inch caliper 26 0 10.1-inch caliper to 15-inch DBH 30 0 15.1 to 20-inch DBH 35 0 20.1 to 25-inch DBH 40 0 Over 25-inch DBH 50 0 0.2 per linear 30 in. in height, 10 ft. in length, and 3:1 slope foot 0.25 per N/A square yard Sub-Totals 123

Notes

Total Points:

DBH = Diameter at breast height Caliper = Diameter measured 6 inches above ground level for new material No more than 25% of the total points may be located within the public right-of-way

Evergreen Turf Perennials

328

EXHIBIT D

Design Alternative:

156 Proposed Plantings

Points Deciduous Shrub Points Evergreen Shrub Points Perennial 0 0 0 0 0 0 0 0

0 16

0 48 0 0

2 27

10 81 0 0

0 0 0 0 0 0 0 0 0

Points Turf -

Points Berm/GC Points -

0 0 0 0

127 (refer to Notes) 0 (taking the least value amount from either Turf or Sub-Total Turf cells.) 0 (taking the least value amount from either Perennial or Sub-Total Perennial cells.)

Minimum of 60% of Site Points shall be used for landscaping in front and side yards Minimum of 10% of required points shall be used for Evergreen plantings Maximum of 25% of required points may be used for Turf Grass. Turf located within the street right-of-way is excluded Maximum of 15% of required Site Points may be used for Perennial plantings. Parking Lot Points: 2 points of landscaping for each required parking space and 1 point for each additional parking space Any addition to existing building(s) or alterations to an existing site with a Developed Area exceeding 500 sq. ft. over a period of 18 months shall require 1 point of landscaping for every 200 sq. ft. of developed area, with a minimum of 10 points plus 2 points of landscaping for every parking space constructed for the building addition.