HomeMy WebLinkAbout2022-12-19 I06 Higher Ground Education_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: December 19, 2022
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Higher
Ground Education (605 E Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Murphy Real Estate Services, LLC requests approval of a
site plan to authorize the construction of a single-story, 10,614 square foot, daycare building. The main
entrance to the building is along the west side.
The site includes a fenced-in playground area. The proposed fence is a 4-ft tall, black aluminum fence.
A small storage shed is proposed to the east of the building. A trash enclosure is proposed at the
northwest corner of the parking lot. A monument sign is shown at the south side of the site along
Hickman Road.
One access is provided into the site off of NE Venture Drive to the north. A five-foot-wide sidewalk
will be constructed along the north side of the site, adjacent to NE Venture Drive. A ten-foot-wide trail
exists along Hickman Road to the south. A total of 23 parking spaces are required for the proposed site
plan and they are providing 37 parking spaces. In addition, they are providing 3 bicycle parking
spaces.
All utilities will be provided to this site. Stormwater management is provided for in the existing private
detention basins located to the north of this site. All landscaping requirements have been met.
The elevations of the building are proposed to be constructed mainly of brick, stone, and fiber cement
siding.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the December 13, 2022, Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Higher Ground Education (605 E Hickman Road)
Planning Coordinator, Melissa DeBoer, introduced the request for approval of a site plan for a new
Montessori school, as presented by the applicant, Murphy Real Estate Services. The subject property is
located north of Hickman Road and west of NE Alices Road, containing approximately 1.11 acres.
Mrs. DeBoer presented that the site plan identifies the construction of a 10,614 square foot, single
story building. also indicated on the site plan is a 4-foot black aluminum fence surrounding the play
area, a small storage shed, a trash enclosure on the northwest corner of the parking lot, and a
monument sign shown at the south side of the site along Hickman Road. Access is provided off of NE
I6
Venture Drive and sidewalks will be provided along the northside of the site and into the property. All
public utilities are available for this site and storm water detention is managed by an existing private
detention basin located to the north of the site. At this time all landscaping, open space, parking, and
elevation plan requirements have been met.
Staff recommends approval of the site plan for Higher Ground Education, subject to remaining staff
comments.
• Commissioner Streit questioned if the dumpster being so close to the access would cause an
issue with access into and out of the site during refuse collection periods. Community
Development Director, Andy Kass, advised that several properties that have time sensitive
traffic peaks can coordinate pickup with the collection companies to be outside of those peaks.
A nearby case would be the Goddard School, which has an early collection time outside of
business hours.
Commissioner Broderick made a motion to approve the site plan for Higher Ground Education subject
to remaining staff comments. The motion was seconded by commissioner Koelker. Ayes: Koelker,
Hoifeldt, Streit, and Broderick. Nays: none. Motion Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE SITE PLAN FOR HIGHER GROUND EDUCATION (605 E
HICKMAN ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Higher Ground Education, subject to remaining staff comments on December
13, 2022; AND,
WHEREAS, the Site Plan for Higher Ground Education is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Higher Ground Education is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 19th day of December, 2022 that the Site Plan for Higher Ground Education is approved
subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Higher Ground Education – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: December 9, 2022
MEETING DATE: December 13, 2022
GENERAL INFORMATION
Owner: Alices, LC
Applicant: Murphy Real Estate Services, LLC
Project Manager(s): Andrew Gullone / Patrick Bennet, PE with Civil &
Environmental Consultants, Inc.
Request: The applicant is requesting approval of a site plan
for a daycare.
Location and Size: Property is located north of Hickman Road and
west of NE Alice’s Road, containing approximately
1.11 acres.
Property Address: 605 E. Hickman Road
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
December 9, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant - Undeveloped Mixed Use C-1B (Large Scale Commercial
District)
North Vacant - Undeveloped Mixed Use C-1B (Large Scale Commercial
District)
South Single Family Residential Single Family
Residential R-2 (One and Two Family
Residential District)
East Retail – Veridian Credit Union Mixed Use C-1B (Large Scale Commercial
District)
West Retail – Firestone Mixed Use C-1B (Large Scale Commercial
District)
PROJECT DESCRIPTION
The project involves the construction of a single-story building for a daycare. The building is proposed to be
approximately 10,614 square feet in area. The main entrance to the building is located along the west side of
the building.
The site includes a fenced in playground area. The proposed fence is a 4-ft tall, black aluminum fence. A small
storage shed is also proposed within the playground area, to the east of the building.
A trash enclosure is proposed at the northwest corner of the parking lot. A monument sign is shown at the
south side of the site along Hickman Road.
ACCESS AND PARKING
One access is provided into the site off of NE Venture Drive to the north. NE Venture Drive is a private
street.
A total of 23 parking spaces are required, they are providing 37 spaces, including two accessible spaces. They
are also providing 3 bicycle parking spaces. The proposed site plan meets the parking requirements of the
ordinance.
SIDEWALKS/TRAILS
A five-foot-wide sidewalk will be provided along the north side of the site, adjacent to NE Venture Drive. A
sidewalk will be provided into the site from this sidewalk. A ten-foot-wide trail exists along Hickman Road to
the south.
UTILITIES
All utilities will be provided to this site. Storm water detention will be accommodated in the existing private
detention basins located to the north of this site. The water in these basins eventually drain into the regional
basin located just north of NE Horizon Drive and west of NE Alice’s Road.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 36%. The applicant has provided the required amount of plantings per the landscaping ordinance.
December 9, 2022
3 of 3
ELEVATIONS
The elevations of the building are proposed to be constructed mainly of brick, stone, and Hardie siding. The
trash enclosure and shed are proposed to be constructed of materials to match the building.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance,
Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff
comments.
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*HAND SIGNATURE ON FILE
DEVELOPER
SITE PLAN
HIGHER GROUND EDUCATION
WAUKEE SITE
605 E HICKMAN ROAD, WAUKEE, IOWA
AUGUST 2022
SITE MAP
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E HICKMAN ROAD
(PRIVATE)
PRAIRIE CROSSING
PLAT 3
OUTLOT Y
PRAIRIE CROSSING PLAT 7
OUTLOT Z LOT 3 LOT 4
PRAIRIE CROSSING PLAT 6
LOT 3LOT 2LOT 1
PRAIRIE CROSSING
PLAT 7
LOT 2LOT 1
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HYVEE PARCEL
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NE VENTURE ROAD
(PUBLIC)
10. IOWA DEPARTMENT OF TRANSPORTATION AFFIDAVIT OF CONTROLLED ACCESS TO HIGHWAY #6, DATED OCTOBER 3,
1956, RECORDED OCTOBER 25, 1956, IN BOOK 404, PAGE 533. AFFECTS SUBJECT PROPERTY - NOTHING TO PLOT
11. RESOLUTION NO. 12 ANNEXING THE PROPERTY TO THE CITY OF WAUKEE, IOWA, RECORDED OCTOBER 22, 1982, IN
BOOK 7, PAGE 164. AFFECTS SUBJECT PROPERTY - NOTHING TO PLOT
12. EASEMENT FOR TELECOMMUNICATIONS FACILITIES PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS, IN FAVOR
OF U S WEST COMMUNICATIONS, INC., A COLORADO CORPORATION, AS CONTAINED IN THE EASEMENT AND OPTION
DATED JUNE 11, 1991, RECORDED AUGUST 12, 1991, IN BOOK 702, PAGE 23. DOES AFFECT - AS SHOWN
13. EASEMENT FOR TELECOMMUNICATIONS FACILITIES PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS, IN FAVOR
OF U S WEST COMMUNICATIONS, INC., A COLORADO CORPORATION, AS CONTAINED IN THE EASEMENT DATED
OCTOBER 14, 1991, RECORDED OCTOBER 17, 1991, IN BOOK 705 PAGE 195. DOES AFFECT - AS SHOWN
14. RIGHTS OF DIRECT ACCESS TO PRIMARY ROAD NO. U.S. 6 CONVEYED TO THE STATE OF IOWA, BY WARRANTY DEED
DATED AUGUST 10, 1998, RECORDED SEPTEMBER 8, 1998, IN BOOK 1998, PAGE 9638. AFFECTS SUBJECT PROPERTY
- NOTHING TO PLOT
15. THIS ITEM HAS BEEN INTENTIONALLY DELETED.
16. EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED SEPTEMBER 27, 2006, RECORDED
SEPTEMBER 29, 2006, IN BOOK 2006, PAGE 15927. AMENDED BY FIRST AMENDMENT TO EASEMENTS WITH
COVENANTS AND RESTRICTIONS AFFECTING LAND DATED APRIL 23, 2012, RECORDED APRIL 27, 2012, IN BOOK 2012
PAGE 6581. FURTHER AMENDED BY SECOND AMENDMENT TO EASEMENTS WITH COVENANTS AND RESTRICTIONS
AFFECTING LAND DATED MARCH 3, 2014, RECORDED APRIL 14, 2014, IN BOOK 2014, PAGE 4107. FURTHER AMENDED
BY THIRD AMENDMENT TO EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED JUNE 1,
2016, RECORDED JUNE 9, 2016, IN BOOK 2016, PAGE 9212, WHICH IS AFFECTED BY JOINDER AGREEMENT TO THIRD
AMENDMENT TO EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED JUNE 1, 2016,
RECORDED SEPTEMBER 22, 2016, IN BOOK 2016, PAGE 17963. SAME AS PARCEL 2 - AS SHOWN ON SHEET 1
17. EASEMENT FOR TELECOMMUNICATIONS FACILITIES PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS IN FAVOR
OF QWEST CORPORATION, A COLORADO CORPORATION, AS CONTAINED IN THE EASEMENT AGREEMENT DATED
NOVEMBER 7, 2006, RECORDED NOVEMBER 29, 2006, IN BOOK 2006, PAGE 19329. DOES AFFECT - AS SHOWN
18. DEVELOPMENT AGREEMENT BETWEEN THE CITY OF WAUKEE, IOWA AND ALICES, L.C., DATED AUGUST 6 2007,
RECORDED AUGUST 15, 2007, IN BOOK 2007, PAGE 12839. AMENDED BY AMENDMENT TO DEVELOPMENT
AGREEMENT DATED JULY 21, 2008, RECORDED AUGUST 19, 2008, IN BOOK 2008, PAGE 11523. AMENDED AND
RESTATED BY AMENDED AND RESTATED DEVELOPMENT AGREEMENT AMONG THE CITY OF WAUKEE, ALICES, L.C.
AND TEAM DES MOINES PARTNERS, LLC, DATED MARCH 19, 2012, RECORDED APRIL 12, 2012, IN BOOK 2012, PAGE
5668. AFFECTS SUBJECT PROPERTY - NOTHING TO PLOT
19. AMENDED AND RESTATED DECLARATION OF COVENANTS MADE BY ALICES, L.C., AN IOWA LIMITED LIABILITY
COMPANY, DATED MARCH 3, 2014, RECORDED APRIL 14, 2014, IN BOOK 2014, PAGE 4110. AMENDED BY FIRST
AMENDMENT TO AMENDED AND RESTATED DECLARATION OF COVENANTS FOR PRAIRIE CROSSING COMMERCIAL
OWNERS ASSOCIATION DATED MAY 31, 2016, RECORDED JUNE 9, 2016, IN BOOK 2016, PAGE 9211. FURTHER
AMENDED BY SECOND AMENDMENT TO AMENDED AND RESTATED DECLARATION OF COVENANTS FOR PRAIRIE
CROSSING COMMERCIAL OWNERS ASSOCIATION DATED JULY 11, 2019, RECORDED JULY 29, 2019, IN BOOK 2019,
PAGE 13025. AFFECTS SUBJECT PROPERTY - NOTHING TO PLOT
20. DECLARATION OF CONSTRUCTION, RESTRICTIONS, OPERATING AND RECIPROCAL EASEMENTS BY ALICES, L.C., AN
IOWA LIMITED LIABILITY COMPANY, DATED APRIL 27, 2018, RECORDED APRIL 27, 2018, IN BOOK 2018, PAGE.
AMENDED BY FIRST AMENDMENT TO DECLARATION OF CONSTRUCTION, RESTRICTIONS, OPERATING AND
RECIPROCAL EASEMENTS DATED JULY 11, 2019, RECORDED JULY 29, 2019, IN BOOK 2019, PAGE 13026. SAME AS
PARCEL 3 - AS SHOWN ON SHEET 1
21. EASEMENTS FOR UTILITIES PURPOSES AS SHOWN ON THE RECORDED PLAT OF PRAIRIE CROSSING PLAT 7,
RECORDED JANUARY 3, 2019, IN BOOK 2019, PAGE 148. DOES AFFECT - AS SHOWN
22. EASEMENT FOR WATER MAIN PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS, IN FAVOR OF THE CITY OF
WAUKEE, IOWA, A MUNICIPAL CORPORATION, AS CONTAINED IN THE PUBLIC WATER MAIN EASEMENT DATED
DECEMBER 18, 2018, RECORDED JANUARY 3, 2019, IN BOOK 2019, PAGE 150. DOES AFFECT - AS SHOWN
23. EASEMENT FOR UTILITY PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS, IN FAVOR OF THE CITY OF WAUKEE,
IOWA, A MUNICIPAL CORPORATION, AS CONTAINED IN THE PUBLIC UTILITY EASEMENT DATED DECEMBER 18, 2018,
RECORDED JANUARY 3, 2019, IN BOOK 2019, PAGE 152. DOES AFFECT - AS SHOWN
24. EASEMENT FOR GAS MAIN PURPOSES, TOGETHER WITH ANY INCIDENTAL RIGHTS, IN FAVOR OF THE CITY OF
WAUKEE, IOWA, A MUNICIPAL CORPORATION, AS CONTAINED IN THE GAS MAIN EASEMENT DATED DECEMBER 18,
2018, RECORDED JANUARY 3, 2019, IN BOOK 2019, PAGE 153. DOES AFFECT - AS SHOWN
FLOOD INFORMATION
OBSERVED SIGNIFICANT OBSERVATIONS
NOT TO SCALE
SITE
ZONING INFORMATION
BY GRAPHIC PLOTTING ONLY THIS PROPERTY LIES WITHIN ZONE ";" AS SHOWN ON THE
FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 19049C0355F WHICH BEARS AN
EFFECTIVE DATE OF DECEMBER 7 2018 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO
FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ZONE ";" DENOTES AREAS
DETERMINED TO BE OUTSIDE THE 0.2 ANNUAL CHANCE FLOODPLAIN.
VICINITY MAP
1. ALL STATEMENTS WITHIN THE CERTIFICATION AND OTHER REFERENCES LOCATED
ELSEWHERE HEREON RELATED TO UTILITIES IMPROVEMENTS STRUCTURES BUILDINGS
PARTY WALLS EASEMENTS SERVITUDES FOUNDATIONS AND POSSIBLE ENCROACHMENTS
ARE BASED SOLELY ON ABOVE GROUND VISIBLE EVIDENCE UNLESS ANOTHER SOURCE OF
INFORMATION IS SPECIFICALLY REFERENCED HEREON.
2. SUBJECT TRACT HAS NO DIRECT PHYSICAL DRIVEWAY ACCESS TO A DEDICATED PUBLIC
RIGHT-OF-WAY. SUBJECT TRACT HAS INDIRECT PHYSICAL ACCESS VIA PARCEL 3 TO NE
WESTGATE DRIVE AND INDIRECT ACCESS VIA PARCEL 2 TO ALICE ROAD.
3. THE DIMENSIONS AND AREA OF THE BUILDING S SHOWN ARE BASED ON THE BUILDING'S
E;TERIOR FOOTPRINT AT GROUND LEVEL.
4. THE POINT OF HEIGHT MEASUREMENT IS IDENTIFIED ON THE SURVEY AND WAS TAKEN FROM
THE NEAREST ADJACENT GRADE AT SAID POINT. THIS POINT REPRESENTS THE HEIGHT OF
THE STRUCTURE AS OBSERVED FROM GROUND LEVEL.
5. UNDERGROUND UTILITY LINES ARE PER INFORMATION PROVIDED BY GPRS INC. GPRS FIELD
MARKINGS AND UTILITY LOCATION MAPS WERE PROVIDED TO SURVEYOR AND ARE SHOWN
HEREON. GPRS FINDINGS MAP IS DATED MAY 23 2022.
6. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK OR BUILDING
CONSTRUCTION ON THE SURVEYED PROPERTY.
7. THERE ARE NO OBSERVABLE EVIDENCE OF ANY CHANGES IN STREET RIGHT-OF-WAYS OR
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIR.
8. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES ON THE SURVEYED PROPERTY.
9. ALL RECIPROCAL EASEMENT AGREEMENTS "REAS" THAT HAVE BEEN REPORTED BY THE
TITLE REPORT PROVIDED HAVE BEEN DENOTED ON THE SURVEY AND ARE SHOWN HEREON.
THE LIMITS OF ANY OFFSITE APPURTENANT EASEMENTS THAT HAVE BEEN REPORTED BY
THE TITLE REPORT PROVIDED HAVE BEEN DENOTED ON THE SURVEY AND ARE SHOWN
HEREON.
10. THIS SURVEY DOES NOT PROVIDE A DETERMINATION OR OPINION CONCERNING THE
LOCATION OR E;ISTENCE OF WETLANDS FAULT LINES TO;IC OR HAZARDOUS WASTE
AREAS SUBSIDENCE SUBSURFACE AND ENVIRONMENTAL CONDITIONS OR GEOLOGICAL
ISSUES. NO STATEMENT IS MADE CONCERNING THE SUITABILITY OF THE SUBJECT TRACT
FOR ANY INTENDED USE PURPOSE OR DEVELOPMENT.
11. UNLESS SHOWN OTHERWISE THE SURVEYED BOUNDARY SHOWN HEREON ARE
CONTIGUOUS WITH ADJOINING PROPERTIES AND/OR RIGHTS OF WAY WITHOUT ANY GAPS
GORES OR OVERLAPS.
12. UNLESS SHOWN OTHERWISE NO VISIBLE EVIDENCE OF SUBSTANTIAL AREAS OF REFUSE
WERE OBSERVED AT THE TIME THE FIELDWORK WAS PERFORMED.
13. SITE BENCHMARK 1 BM1 IS CUT ';' IN CENTERLINE OF NE VENTURE STREET - VERTICAL
DATUM NAVD88. ELEVATION = 1032.395'.
SITE BENCHMARK 2 BM12 IS CUT ';' IN CENTERLINE OF NE VENTURE STREET - VERTICAL
DATUM NAVD88. ELEVATION = 1031.374'.
THE TYPE OF GPS UTILIZES AS NETWORK ADJUSTED REAL TIME KINEMATIC TOPCON VRS
NETWORK IOWA SOUTH ZONE.
TOPCON HIPER SR RECEIVERS WERE USED TO PERFORM THE SURVEY.
14. PARCEL 2 IS THE SAME AS SCHEDULE 'B' ITEM 16
PARCEL 3 IS THE SAME AS SCHEDULE 'B' ITEM 20
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CRPPLWPHQW NR. NCS-1113539-SA1 ZLWK DQ HIIHFWLYH GDWH RI JXO\ 1 2022
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SHEET 1
OF 2
TO: FIRST AMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL RE4UIREMENTS FOR
ALTA/NSPS LAND TITLE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS
AND INCLUDES ITEMS 1 2 3 4 5 6D 6E 7D 7E 7F 8 9 11B 13 14 16 DQG 17 OF TABLE A
THEREOF. THE FIELDWORK WAS COMPLETED ON MAY 26 2022.
DATE OF PLAT OR MAP:
/
/
BUILDING AREA
BUILDING HEIGHT
LAND AREA
PARKING
TITLE COMMITMENT INFORMATION
SURVEYOR'S NOTES
SURVEYOR'S CERTIFICATE
BASIS OF BEARING
BHDULQJV DQG GLVWDQFHV DUH EDVHG RQ U.S. SWDWH PODQH NAD 1983 CRRUGLQDWHV DVVXPHG N8954'32"E
DV WKH NRUWKHUO\ RLJKW RI WD\ LLQH RI E HICKMAN RRDG.
THIS SURVEY WAS COORDINATED NOT PERFORMED BY PARTNER. SURVEY OBTAINED FROM
AND CERTIFIED TO BY A PROFESSIONAL SURVEYOR LICENSED TO PRACTICE IN THE SAME
STATE THE SUBJECT PROPERTY IS LOCATED
NOTES CORRESPONDING TO SCHEDULE "B" ITEMS
DAN J. KUEHL PLS
STATE OF IOWA
REGISTRATION NUMBER: 19959
E;PIRATION: DECEMBER 31 2023
TITLE DESCRIPTION
REAL PROPERTY IN THE CITY OF WAUKEE COUNTY OF DALLAS STATE OF IOWA DESCRIBED AS FOLLOWS:
PARCEL 1:
LOT 2 IN PRAIRIE CROSSING PLAT 7 AN OFFICIAL PLAT NOW INCLUDED IN AND FORMING A PART OF THE CITY OF
WAUKEE DALLAS COUNTY IOWA.
PARCEL 2:
NON-E;CLUSIVE EASEMENTS FOR PARKING ACCESS UTILITY AND DRAINAGE PURPOSES AS SET FORTH IN THE
EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED SEPTEMBER 27 2006 RECORDED
SEPTEMBER 29 2006 IN BOOK 2006 PAGE 15927. AMENDED BY FIRST AMENDMENT TO EASEMENTS WITH COVENANTS
AND RESTRICTIONS AFFECTING LAND DATED APRIL 23 2012 RECORDED APRIL 27 2012 IN BOOK 2012 PAGE 6581.
FURTHER AMENDED BY SECOND AMENDMENT TO EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND
DATED MARCH 3 2014 RECORDED APRIL 14 2014 IN BOOK 2014 PAGE 4107. FURTHER AMENDED BY THIRD
AMENDMENT TO EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED JUNE 1 2016 RECORDED
JUNE 9 2016 IN BOOK 2016 PAGE 9212 WHICH IS AFFECTED BY JOINDER AGREEMENT TO THIRD AMENDMENT TO
EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED JUNE 1 2016 RECORDED SEPTEMBER 22
2016 IN BOOK 2016 PAGE 17963.
PARCEL 3:
NON-E;CLUSIVE EASEMENTS FOR UTILITY INGRESS EGRESS AND PARKING PURPOSES AS SET FORTH IN THE
DECLARATION OF CONSTRUCTION RESTRICTIONS OPERATING AND RECIPROCAL EASEMENTS DATED APRIL 27 2018
RECORDED APRIL 27 2018 IN BOOK 2018 PAGE 6962. AMENDED BY FIRST AMENDMENT TO DECLARATION OF
CONSTRUCTION RESTRICTIONS OPERATING AND RECIPROCAL EASEMENTS DATED JULY 11 2019 RECORDED JULY 29
2019 IN BOOK 2019 PAGE 13026.
THE PROPERTY SURVEYED IS THE SAME AS DESCRIBED ABOVE AND SHOWN IN THE TITLE COMMITMENT FROM FIRST
AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-1113539-SA1 WITH AN EFFECTIVE DATE OF JULY 1 2022
AT 7:30 AM LAST REVISED JULY 6 2022.
COPYRIGHT PARTNER ALL RIGHTS RESERVED. USE OF THIS FORMAT
IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN CONSENT.
SURVEYED BY
2021 ALTA/NSPS LAND TITLE SURVEY
COORDINATED BY
CORPORATE OFFICE
2154 TRUUDQFH BRXOHYDUG
TRUUDQFH CA 90501
PKRQH: 888-213-7479
ALTA#SDUWQHUHVL.FRP
ZZZ.SDUWQHUHVL.FRP
DRAWN BY:DRAWING SCALE:1"=
FILENAME:
JOB NO.:
REVISIONSDATE
CHECKED BY: BCH
PARTNER PROJECT NUMBER: 22-367280.7
THE SURVEY SHOWS THE LOCATION OF UTILITIES E;ISTING ON OR SERVING THE
SURVEYED PROPERTY AS DETERMINED BY OBSERVED EVIDENCE COLLECTED PURSUANT
TO ALTA SECTION 5 E IV TOGETHER WITH EVIDENCE FROM PLANS OBTAINED FROM THE
UTILITY COMPANIES OR PROVIDED BY THE CLIENT AND MARKINGS RE4UESTED BY THE
SURVEYOR PURSUANT TO A 811 UTILITY LOCATE OR SIMILAR RE4UEST.
GPRS INC. PROVIDED PLANS AND FIELD MARKINGS
UTILITY NOTE
WAUKEE, IA
CITY OF WAUKEE
605 E HICKMAN ROAD
605 E HICKMAN ROAD
20'
224034
KJM
10
Consultants
XCEL
8300 42ND STREET WEST ROCK
ISLAND IL 61201
O 309-787-9988
F 309-756-5540
;CEL#;CELCONSULTANTSINC.COM
NO SIGNIFICANT OBSERVATIONS WERE NOTED AT THE TIME OF SURVEY
NO BUILDINGS ON SITE AT
THE TIME OF SURVEY
NO BUILDINGS ON SITE AT
THE TIME OF SURVEY
NO MARKED PARKING ON SITE
AT THE TIME OF SURVEY
48354 S.F.
OR
1.11 ACRES
11
12
13
14
15
16
17
18
19
20
21
22
23
PRELIMINARY
24
ZONE: C1-B LARGE SCALE COMMERCIAL
MINIMUM FRONT YARD: 50 FEET WHEN FRONTING ON THE RIGHT-OF-WAY OF A MAJOR
THOROUGHFARE SHOWN ON THE OFFICIAL MAJOR STREET PLAN THE FRONT YARD
SHALL BE MEASURED FROM THE PROPOSED RIGHT-OF-WAY LINE
MINIMUM SIDE YARD: NO MINIMUM SHALL APPLY E;CEPT WHERE THE SIDE YARD IS
ADJACENT TO AN R DISTRICT IN WHICH CASE THE SIDE YARD SHALL BE AT LEAST 40
FEET
MINIMUM REAR YARD: 50 FEET
MINIMUM LOT WIDTH: NO MINIMUM
MINIMUM OPEN SPACE: THE TOTAL LAND AREA DEVOTED TO OPEN SPACE AND
LANDSCAPING SHALL NOT BE LESS THAN 20 OF THE GROSS LAND AREA INCLUDED IN
THE BUILDING LOT
MINIMUM LOT AREA: NO MINIMUM
MA;IMUM HEIGHT: 50 FEET E;CEPT THAT RADIO COMMUNICATION TOWERS CONSTRUCTED
IN COMPLIANCE WITH CHAPTER 151 OF THIS CODE OF ORDINANCES MAY NOT E;CEED
45 FEET IN HEIGHT
MA;IMUM NUMBER OF STORIES: 3 STORIES
PARKING:
DAYCARE: 1 SPACE PER 6 CHILDREN 5 SPACE MINIMUM 1 SPACE PER VAN OR BUS 1
4UEUE SPACE PER 6 CHILDREN
RE4UIRED SPACES: NOT APPLICABLE VACANT LAND
INFORMATION PROVIDED BY:
PARTNER ENGINEERING AND SCIENCE INC.
2154 TORRANCE BLVD.
TORRANCE CA 90501
REPORT : 22-367280.6
DATED: MAY 20 2022 LAST UPDATED OCTOBER 10 2022
OE
GAS
ST
W
UE
R/W
SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY
POB
POC*
A
SAN
SAN
1
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
OE OE OE OE OE OE OE OE OE OE OE OE OE
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
N89°54'32"E 184.57'(M&R)
S
0
0
°
0
5
'
1
5
"
E
2
6
2
.
0
0
'
(
M
&
R
)
N89°54'32"E 184.55'(M&R)
N
0
0
°
0
5
'
2
8
"
W
2
6
2
.
0
0
'
(
M
&
R
)
UE UE
UE UE UE UE UE UE UE UE UE
UE
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W
W
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
PIN: 1227451006
OWNER: ALICES, L.C.
E HICKMAN ROAD
VARIABLE WIDTH PUBLIC RIGHT OF WAY
BITUMINOUS
90' BC-BC
48354 S.F.
1.11 ACRES
PRIVATE ROAD
BITUMINOUS
26' BC-BC
PI
N
:
1
2
2
7
4
5
1
0
0
5
OW
N
E
R
:
N
E
P
E
A
C
H
T
R
E
E
D
R
I
V
E
,
L
L
C
PI
N
:
1
2
2
7
4
7
7
0
0
1
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R
:
V
E
R
I
D
I
A
N
C
R
E
D
I
T
U
N
I
O
N
PIN: 1227454003
OWNER: ALICES, LC
BASIS OF BEARINGS
PAR
C
E
L
1
LOT 1
PRAIRIE CROSSING PLAT 7
LOT 2
LOT 1 PRAIRIE CROSSING PLAT 6
830'± TO INTERSECTION
WITH NE WESTGATE DRIVE
W W W W W W W W W W W W W W W W W W W W W W W
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
NE VENTURE ROAD
OUTLOT Z
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
21
22
23
21
17
21
21
21
21
21
21
24 24
24
21
13
12
GRAPHIC SCALE
0
1" = 20'
10'20'40'
SHEET 2
OF 2
THIS SURVEY WAS COORDINATED NOT PERFORMED BY PARTNER. SURVEY OBTAINED FROM
AND CERTIFIED TO BY A PROFESSIONAL SURVEYOR LICENSED TO PRACTICE IN THE SAME
STATE THE SUBJECT PROPERTY IS LOCATED
SURVEYED BY
2021 ALTA/NSPS LAND TITLE SURVEY
COORDINATED BY
DRAWN BY:DRAWING SCALE:1"=
FILENAME:
JOB NO.:
REVISIONSDATE
CHECKED BY: BCH
PARTNER PROJECT NUMBER: 22-367280.7
KJM
CO
P
Y
R
I
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PA
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E
N
C
O
N
S
E
N
T
.
CORPORATE OFFICE
2154 TRUUDQFH BRXOHYDUG
TRUUDQFH CA 90501
PKRQH: 888-213-7479
ALTA#SDUWQHUHVL.FRP
ZZZ.SDUWQHUHVL.FRP
Consultants
XCEL
8300 42ND STREET WEST ROCK
ISLAND IL 61201
O 309-787-9988
F 309-756-5540
;CEL#;CELCONSULTANTSINC.COM
WAUKEE, IA
CITY OF WAUKEE
605 E HICKMAN ROAD
605 E HICKMAN ROAD
20'
224034
PROPOSED BUILDING
10,614 S.F.
FFE=1034.50
PROPOSED SITE KEY NOTES
LEGEND
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
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:
AP
P
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E
D
B
Y
:
PR
O
J
E
C
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N
O
:
DRAWING NO.:
32
3
-
4
5
0
AU
G
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S
T
1
8
,
2
0
2
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ZA
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60
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,
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5
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2
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3
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12
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0
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PE=17707
*HAND SIGNATURE ON FILE
DA
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:
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DRAWING NO.:
LA
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1"
=
2
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C200
NORTH
CONCRETE PAVEMENT
FINE
$50
SIGNS
SITE INFORMATION:GENERAL SITE LAYOUT NOTES:
DRAFT
ASPHALT PAVEMENT SECTION
1
27
-
O
C
T
-
2
0
2
2
RE
V
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C
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O
F
W
A
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E
E
C
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M
M
E
N
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S
2
18
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N
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2
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2
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2
0
2
2
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N
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S
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
PROPOSED BUILDING
10,614 S.F.
FFE=1034.50
LEGEND
ST
ST
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
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32
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5
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1
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PROPOSED BUILDING
10,614 S.F.
FFE=1034.50
LEGEND
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
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1
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PROPOSED BUILDING
10,614 S.F.
FFE=1034.50
PLANT SCHEDULE
8
A
B
34567 12
C
D
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F
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H
8 34567 12
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B
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D
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32
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PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
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:
DW
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A
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:
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DRAWING NO.:
LA
N
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C
A
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P
L
A
N
1"
=
2
0
'
C700
NORTH
NOTES
GENERAL LANDSCAPE NOTES
CITY OF WAUKEE LANDSCAPE NOTES:
1
27
-
O
C
T
-
2
0
2
2
RE
V
I
S
E
D
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2
18
-
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-
2
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2
2
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3
7-
D
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2
0
2
2
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8
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34567 12
C
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8 34567 12
A
B
C
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:
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:
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P
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D
B
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:
PR
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C
T
N
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:
DRAWING NO.:
32
3
-
4
5
0
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G
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1
8
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2
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c
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c
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PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
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:
DW
G
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C
A
L
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:
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A
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:
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:
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LA
N
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D
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A
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NO
T
T
O
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C
A
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E
C701
PLANTING NOTES
“”
·
·
·
·
·
·
·
LANDSCAPE MAINTENANCE
FESCUE SODDING NOTES
DETAIL 1 : DECIDUOUS TREE PLANTING DETAIL
DETAIL 2 : EVERGREEN TREE PLANTING DETAIL
DETAIL 3 : SHRUB PLANTING DETAIL
DETAIL 4 : TOPSOIL BACKFILL DETAIL
DETAIL 5 : PLANTING BED EDGE DETAIL
DETAIL 6 : LAWN PLANTING DETAIL
2
18
-
N
O
V
-
2
0
2
2
RE
V
I
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E
D
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8
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34567 12
C
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8 34567 12
A
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DRAWING NO.:
32
3
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4
5
0
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1
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6
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c
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c
.
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PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
E
:
DW
G
S
C
A
L
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:
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A
W
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:
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SI
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D
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A
I
L
S
NO
T
T
O
S
C
A
L
E
C800
DETAIL 803
STOP BAR DETAIL
DETAIL 804
CROSSWALK DETAIL
DETAIL 805
PAINTED ADA ACCESSIBLE SYMBOL DETAIL
DETAIL 806
ACCESSIBLE PARKING STALL MARKING DETAIL
DETAIL 801A
6" CONCRETE CURB
DETAIL 808
CURB RAMP WITH DETECTABLE WARNING PLACEMENT
CLASS A SIDEWALK
DETAIL 802
SIDEWALK DETAIL
CLASS B SIDEWALK
JOINT DETAIL
DETAIL 807
SIGNAGE DETAIL
DETAIL 801B
6" CONCRETE CURB - REVERSE
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
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I
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DA
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:
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DRAWING NO.:
32
3
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5
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1
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6
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5
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63
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-
9
6
3
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8
7
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9
6
3
-
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0
2
6
ww
w
.
c
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c
i
n
c
.
c
o
m
PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
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:
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SI
T
E
D
E
T
A
I
L
S
NO
T
T
O
S
C
A
L
E
C801
DETAIL 812
GRANULAR ENCASEMENT
STANDARD PVC PIPE BEDDING DETAIL
DETAIL 813
SHALLOW MANHOLE DETAIL
DETAIL 814
THRUST BLOCK DETAIL
DETAIL 809
BIKE RACK DETAIL DETAIL 810
SANITARY SEWER CLEANOUT
DETAIL 811
GREASE INTERCEPTOR DETAIL
(OR APPROVED EQUIVALENT)
2
18
-
N
O
V
-
2
0
2
2
RE
V
I
S
E
D
P
E
R
C
I
T
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O
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C
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M
M
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N
T
S
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
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NO
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V
I
S
I
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N
R
E
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D
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:
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:
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DRAWING NO.:
32
3
-
4
5
0
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1
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60
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63
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6
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8
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6
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0
2
6
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w
.
c
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c
i
n
c
.
c
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m
PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
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:
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:
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SI
T
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D
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T
A
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L
S
NO
T
T
O
S
C
A
L
E
C802
DETAIL 815
UNDERDRAIN DETAIL
DETAIL 817
CIRCULAR AREA INTAKE DETAIL
DETAIL 818
RECTANGULAR AREA INTAKE DETAIL
DETAIL 819
WATER QUALITY UNIT DETAIL
DETAIL 816
CASTING FOR AREA INTAKES DETAIL
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
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V
I
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I
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:
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:
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:
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E
D
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:
PR
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C
T
N
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:
DRAWING NO.:
32
3
-
4
5
0
AU
G
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1
8
,
2
0
2
2
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C
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N
WA
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S
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60
5
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A
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I
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A
5
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2
6
3
12
3
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a
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h
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d
,
S
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2
0
0
-
N
a
p
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r
v
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l
l
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,
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6
0
5
6
3
63
0
-
9
6
3
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6
0
2
6
·
8
7
7
-
9
6
3
-
6
0
2
6
ww
w
.
c
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c
i
n
c
.
c
o
m
PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
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:
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:
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:
DRAWING NO.:
SI
T
E
D
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A
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L
S
NO
T
T
O
S
C
A
L
E
C803
DETAIL 821
OUTSIDE DROP CONNECTION DETAIL
DETAIL 820
CIRCULAR SANITARY SEWER MANHOLE DETAIL
2
18
-
N
O
V
-
2
0
2
2
RE
V
I
S
E
D
P
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R
C
I
T
Y
O
F
W
A
U
K
E
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C
O
M
M
E
N
T
S
3
7-
D
E
C
-
2
0
2
2
RE
V
I
S
E
D
P
E
R
C
I
T
Y
O
F
W
A
U
K
E
E
C
O
M
M
E
N
T
S
DETAIL 822
GREASE INTERCEPTOR INSTALLATION GUIDELINES
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
PROPOSED BUILDING
10,614 S.F.
FFE=1034.50
LEGEND
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
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V
I
S
I
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N
R
E
C
O
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D
DA
T
E
:
DW
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S
C
A
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E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
DRAWING NO.:
32
3
-
4
5
0
AU
G
U
S
T
1
8
,
2
0
2
2
ZA
C
/
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D
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N
WA
U
K
E
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S
I
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E
60
5
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H
I
C
K
M
A
N
R
O
A
D
WA
U
K
E
E
,
I
O
W
A
5
0
2
6
3
REFERENCE
12
3
0
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a
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6
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6
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7
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6
3
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0
2
6
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.
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PATRICK T. BENNETT
PE=17707
*HAND SIGNATURE ON FILE
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DRAWING NO.:
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1"
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2
0
'
C900
NORTH
GENERAL EROSION CONTROL NOTES
DETAIL 901
STABILIZED CONSTRUCTION ENTRANCE
DETAIL 902
SILT FENCE
DETAIL 903
CONCRETE WASHOUT
DETAIL 904
INLET FILTER PROTECTION
MAINTENANCE NOTES
SITE INFORMATION:
1
27
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Designer
D. MIROW
Date
10/24/2022
Scale
Scale as shown
Drawing No.
Summary
0.1
0.1
0.1
0.2
0.4
0.5
0.7
1.0
1.4
1.9
1.6
1.2
0.8
0.7
0.6
0.6
0.6
0.7
0.8
1.3
1.6
1.6
1.9
1.4
1.0
0.7
1.2 1.3 1.4 1.3 1.1 0.9 0.7 0.4 0.2 0.1
0.10.10.20.20.20.20.20.20.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.00.00.00.00.00.00.00.0
2.0
1.3
0.6
0.4
0.3
0.2
1.5
0.7
0.5
0.3
0.2
1.6
0.7
0.5
0.4
0.2
1.6
0.7
0.5
0.4
0.2
1.3
0.6
0.5
0.3
0.2
1.1
1.3
0.7
0.5
0.4
0.3
0.2
0.8
0.9
0.6
0.4
0.3
0.2
0.2
0.4
0.5
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.2
0.2
0.2
0.6
1.1
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
1.6
9.2
1.0
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.2
2.2
12.1
8.4
0.7
0.1
0.2
2.2
12.2
5.5
0.6
0.1
0.1
1.5
8.8
1.0
0.3
0.1
0.1
0.4
0.9
4.8
0.3
0.1
0.1
5.6
0.3
0.1
0.5
5.5
9.1
5.4
7.7
7.7
11.3
5.7
0.7
0.4
3.2
7.9
1.3
0.1
0.7
0.1
0.1
0.2
0.6
0.8
0.6
0.6
0.7
0.8
0.5
0.2
0.1
0.3
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
1.7
2.3
3.1
3.0
2.3
1.7
1.4
1.3
1.1
1.1
1.2
1.4
1.6
2.0
2.8
3.2
2.8
1.9
1.5
1.2
0.9
1.9
2.5
3.0
3.0
2.5
2.0
1.6
1.5
1.3
1.3
1.4
1.6
1.8
2.2
2.8
3.1
2.8
2.1
1.7
1.3
1.0
2.1
2.6
3.0
3.0
2.6
2.2
1.8
1.5
1.3
1.3
1.4
1.7
2.0
2.4
2.8
3.0
2.8
2.3
1.8
1.5
1.0
1.9
2.4
2.5
2.5
2.4
2.0
1.8
1.5
1.3
1.3
1.4
1.7
2.0
2.3
2.5
2.5
2.4
2.2
1.8
1.4
1.0
1.6
1.8
1.9
1.9
1.9
1.8
1.6
1.4
1.2
1.2
1.4
1.7
1.9
2.0
2.0
1.9
1.9
1.8
1.5
1.2
0.9
1.4
1.4
1.5
1.7
1.7
1.7
1.6
1.4
1.4
1.3
1.9
2.0
1.6
1.5
1.6
1.6
1.5
1.3
1.0
0.9
1.0
1.2
2.0
2.6
6.2
6.8
5.1
7.4
1.8
15.5
1.0
1.0
1.4
1.9
1.7
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
18.2
SA-1
SA-2
L7A-1
L7A-2
L7A-3
L7A-4
L5-1
L5-2
L5-3
L5-4
L5-5
L5-6
L5-7
L5-8
L5-9
L5-10L5-11L5-12
L7B-1
L7B-2
L2-1
L2-2
Plan View
Scale - 1" = 12ft
Schedule
Symbol Label Image Quantity Manufacturer Catalog Number Description Number
Lamps
Lumens
Per Lamp
Light Loss
Factor Wattage Plot
SA
2 Lithonia Lighting DSX1 LED P8 40K T4M
MVOLT HS
DSX1 LED P8 40K T4M MVOLT with
houseside shield
1 18424 0.95 207
L2
2 Lithonia Lighting LDN6 35/15 LO6AR LSS 6IN LDN, 3500K, 1500LM, CLEAR, SEMI-
SPECULAR REFLECTOR, CRI80
1 1494 0.95 17.52
L5
12 Lithonia Lighting WDGE2 LED P2SW 40K
80CRI VW
WDGE2 LED WITH P2SW - PERFORMANCE
PACKAGE, 4000K, 80CRI, VISUAL
COMFORT WIDE OPTIC
1 2073 0.95 14.78
L6
0 Mark Architectural
Lighting
SL2L LOP 4 FLP 80CRI
35K 600LMF WW
SLOT 2 LED 4FT LENGTH FLUSHED LENS
POSITION 80CRI 3500K LED BOARDS
600LMF WALL WASH DISTRIBUTION
1 2044 0.95 23.3
L6A
0 Mark Architectural
Lighting
SL2L LOP 2 FLP 80CRI
35K 600LMF WW
SLOT 2 LED 2FT LENGTH FLUSHED LENS
POSITION 80CRI 3500K LED BOARDS
600LMF WALL WASH DISTRIBUTION
1 1022 0.95 11.65
L7A
4 Brownlee Lighting Inc 7178-18-BL-H08-40K Black formed aluminum housing, frosted
plastic lens enclos ure
1 698 0.95 7.88131
L7B
2 Brownlee Lighting Inc 7178-34-BL-H16-40K Formed aluminum housing, frosted plastic
lens enclosure
1 1624 0.95 17.0195
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone Entire Site 1.4 fc 18.2 fc 0.0 fc N/A N/A
Calc Zone Parking Area 2.2 fc 18.2 fc 0.8 fc 22.8:1 2.8:1
Calc Zone Boundary Line 0.4 fc 2.0 fc 0.0 fc N/A N/A
Luminaire Locations
No. Label X Y
Location
MH Orientation Tilt
2 L7A 723.40 94.50 5.00 270.00 0.00
3 L7A 723.40 -10.10 5.00 270.00 0.00
4 L7A 723.40 -20.80 5.00 270.00 0.00
1 L7B 721.30 58.20 8.50 270.00 0.00
2 L7B 721.30 46.90 8.50 270.00 0.00
1 L2 720.00 49.10 9.30 0.00 0.00
2 L2 720.00 56.10 9.30 0.00 0.00
1 L5 725.20 3.60 8.50 270.00 0.00
2 L5 725.20 25.20 8.50 270.00 0.00
3 L5 761.40 112.50 8.50 0.00 0.00
4 L5 793.20 110.60 8.50 0.00 0.00
5 L5 800.50 76.20 8.50 90.00 0.00
6 L5 800.50 32.60 8.50 90.00 0.00
7 L5 800.50 22.60 8.50 90.00 0.00
8 L5 800.50 4.60 8.50 90.00 0.00
9 L5 802.50 -15.60 8.50 90.00 0.00
10 L5 773.90 -28.10 8.50 180.00 0.00
11 L5 762.60 -28.10 8.50 180.00 0.00
12 L5 751.20 -28.10 8.50 180.00 0.00
1 SA 656.97 -37.49 30.00 90.00 0.00
2 SA 656.87 88.51 30.00 90.00 0.00
1 L7A 723.39 105.28 5.00 270.00 0.00
PLAS LAM PLASTIC LAMINATE
PSP POUNDS PER SQUARE FOOT
PT PAINT
PTD PAINTED
REQ'D REQUIRED
SC SOLID CORE
ST/ST STAINLESS STEEL
SECT SECTION
SF SQUARE FOOT
SY SQUARE YARD
SHT SHEET
STD STANDARD
STL STEEL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
THK THICK, THICKNESS
T/O TOP OF
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILE
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
W/C WATERCLOSET
YD YARD
FD FLOOR DRAIN
FL FLOOR
FT FOOT
GL GLASS
GYP BD GYPSUM WALLBOARD
HC HOLLOW CORE
HCA HANDICAP ACCESSIBLE
HT HEIGHT
HM HOLLOW METAL
INSUL INSULATION
JB JUNCTION BOX
LA LANDSCAPE ARCHITECT
LAM LAMINATE OR LAMINATED
LAV LAVATORY
MAX MAXIMUM
MECH MECHANICAL
MO MASONRY OPENING
MTL METAL
MFG MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
@ AT (THE RATE OF)
& AND
# NUMBER OR POUND
ACT ACOUSTIC CEILING TILE
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM
BLDG BUILDING
B/O BOTTOM OF
CL CENTER LINE
CLG CEILING
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CPT CARPET
DET DETAIL
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DWGS DRAWINGS
ELECT ELECTRICAL
EL ELEVATION
EQ EQUAL
EXT EXTERIOR
EXIST EXISTING
EXP JT EXPANSION JOINT
DOOR NUMBERDOOR NUMBERDOOR NUMBERDOOR NUMBER
WINDOW/ TYPEWINDOW/ TYPEWINDOW/ TYPEWINDOW/ TYPE
DETAILDETAILDETAILDETAIL
ELEVATION LEVELELEVATION LEVELELEVATION LEVELELEVATION LEVEL
1i
A101
1
-
1t
BRICKBRICKBRICKBRICK
CONCRETE BLOCKCONCRETE BLOCKCONCRETE BLOCKCONCRETE BLOCK
STONESTONESTONESTONE
RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION
CONCRETECONCRETECONCRETECONCRETE
SANDSANDSANDSAND
WOOD STUD PARTITIONWOOD STUD PARTITIONWOOD STUD PARTITIONWOOD STUD PARTITION
SHEET OF ACTUAL ENLARGEMENTSHEET OF ACTUAL ENLARGEMENTSHEET OF ACTUAL ENLARGEMENTSHEET OF ACTUAL ENLARGEMENT
REVISION INDICATORREVISION INDICATORREVISION INDICATORREVISION INDICATOR1
1i COLUMN TYPECOLUMN TYPECOLUMN TYPECOLUMN TYPE
EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN
DEMO WALLDEMO WALLDEMO WALLDEMO WALL
NEW WALLNEW WALLNEW WALLNEW WALL
DETAILDETAILDETAILDETAIL
SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL
ENLARGEMENTENLARGEMENTENLARGEMENTENLARGEMENT
AREAAREAAREAAREA
SECTION SECTION SECTION SECTION
NUMBERNUMBERNUMBERNUMBER
SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL
SECTIONSECTIONSECTIONSECTION
INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION
NUMBERNUMBERNUMBERNUMBER
SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL SHEET OF ACTUAL
ENLARGEMENTENLARGEMENTENLARGEMENTENLARGEMENT
I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION
DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED
ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.
SIGNATURE DATE
PRINTED OR TYPED NAME:
LICENSE NUMBER:
MY LICENSE RENEWAL DATE IS JUNE 30,
PAGES OR SHEETS COVERED BY THIS SEAL:
SEAL
8/12/22
ERIC PEPA
ARC08233
2023
G1-1,G1-2,G1-3,G1-4,G1-5,G1-6,G1-7,G1-8
CERTIFICATION BLOCK
LOCATION
STRUCT. ENGINEER:
SSE STRUCTURAL
ENGINEERS, INC.
MEP ENGINEER:
MGN CONSULTING
ENGINEERING, INC.
S1-1 M0-1
I
ARC08233
IOWA
CIRE PE
PA
HCRA
TEC
TE
C
I
L
DSE
N
THE ARCHITECT IS NOT RESPONSIBLE FOR
THE WORKMANSHIP OF THE CONTRACTOR.
ALL LIABILITY OF THE ARCHITECT IS
WAIVED WHEN THE CONTRACTOR OR
OWNER DEVIATES FROM THESE
DOCUMENTS WITHOUT WRITTEN
APPROVAL FROM THE ARCHITECT
DO NOT SCALE THE PLANS. ALL
DIMENSIONS SHALL BE CONFIRMED BY
THE CONTRACTOR PRIOR TO ASSEMBLY.
THESE PLANS ARE THE SOLE PROPERTY
OF ALLEN+PEPA ARCHITECTS ELGIN
STUDIO, INC. OF GENEVA, ILLINOIS-
COPYRIGHT 2022. ANY UNAUTHORIZED
USE OF THESE PLANS, IN WHOLE OR IN
PART IS STRICTLY PROHIBITED.
A1-1, A1-2, A1-3, A1-4, A1-5, A2-1, A3-1, A3-2, A3-3, A3-4, A3-5, A4-1, A5-1
NO. NAME DESCRIPTION
CURRENT
REVISION
NO. DATE
GENERAL
1 G1-1 GENERAL BUILDING INFORMATION 1 11/8/22
2 G1-2 SITE PLAN 1 11/8/22
3 G1-3 PHOTOMETRIC
4 G1-4 CODE STUDY
5 G1-5 ACCESSIBLITY STANDARDS
6 G1-6 SPECIFICATIONS
7 G1-7 SPECIFICATIONS
8 G1-8 GENERAL NOTES & SPECIFICATIONS
ARCHITECTURAL
9 A1-1 FIRST FLOOR PLAN 1 11/8/22
10 A1-2 ENLARGED PLANS 1 11/8/22
11 A1-3 REFLECTED CEILING PLAN 1 11/8/22
12 A1-4 MILLWORK & FINISHES PLAN 1 11/8/22
13 A1-5 ROOF PLAN 1 11/8/22
14 A2-1 EXTERIOR ELEVATIONS 1 11/8/22
15 A3-1 BUILDING SECTIONS 1 11/8/22
16 A3-2 WALL SECTIONS & DETAILS 1 11/8/22
17 A3-3 FRONT ENTRY DETAILS 1 11/8/22
18 A3-4 INTERIOR ELEVATIONS
19 A3-5 INTERIOR ELEVATIONS 1 11/8/22
20 A4-1 DETAILS 1 11/8/22
21 A5-1 SCHEDULES
STRUCTURAL
22 S1-1 SPECIFICATIONS & DETAILS 1 11/8/22
23 S1-2 GENERAL NOTES
24 S1-3 GENERAL NOTES, TYPICAL DETAILS
25 S2-1 FOUNDATION PLAN 1 11/8/22
26 S2-2 SECTIONS 1 11/8/22
27 S3-1 FRAMING PLAN 1 11/8/22
28 S4-1 SPECIFICATIONS
29 S4-2 SPECIFICATIONS
MECHANICAL
30 M0-1 GENERAL NOTES + LEGENDS
31 M1-1 MECHANICAL FLOOR PLAN 1 11/8/22
32 M1-2 UPPER CEILING PLAN
33 M1-3 MECHANICAL PLAN ROOF
34 M1-4 GAS PIPING PLAN
35 M6-1 VENTILATION SCHEDULES 1 11/8/22
36 M5-1 MECHANICAL DETAILS
37 M6-2 EQUIPMENT SCHEDULES 1 11/8/22
PLUMBING
38 P0-1 GENERAL NOTES AND LEGENDS
39 P1-1 PLUMBING WATER DIST. PLAN 1 11/8/22
40 P1-2 PLUMBING SANITARY AND VENT PLAN 1 11/8/22
41 P1-3 PLUMBING STORM PIPING PLAN
42 P1-4 ROOF PLUMBING PLAN
43 P6-1 PLUMBING SCHEDULES AND DETAILS 1 11/8/22
44 P9-1 PLUMBING RISER ISOMETRICS 1 11/8/22
ELECTRICAL
45 E0-1 GENERAL NOTES AND LEGENDS
46 E1-1 ELECTRICAL LIGHTING FLOOR PLAN 1 11/8/22
47 E1-2 ELECTRICAL POWER PLAN 1 11/8/22
48 E1-3 ELECTRICAL ROOF PLAN
49 E6-1 ELECTRICAL SCHEDULES 1 11/8/22
50 ES1-1 ELECTRICAL SITE PLAN 1 11/8/22
51 E9-1 ELECTRICAL RISER DIAGRAMS AND DETAILS
MGN CONSULTING
ENGINEERS, INC.
635 BUTTERFIELD ROAD
SUITE #310
OAKBROOK TERRACE, IL 60181
PHONE (630) 627-6078
WWW.MGN.ENGINEERING
DESIGN FIRM #184001114-0002
ALLEN
PEPA
A R C H I T E C T S
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PROJECT NO.
DRAWN BY
CHECKED BY
SHEET
Schematic Design:
Design Development
Bidding:
Permit:
POST BID/PERMIT REVISIONS:
ISSUE DATE:
ALLEN+PEPA COPYRIGHT 11/17/2022 3:33:39 PM
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GENERAL
BUILDING
INFORMATION
HI
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REVISION 1 11/8/22
G1-1
22-014
AK
EP
OF 491
11/8/22
6/21/22
8/12/22
SYMBOLS LEGEND ARCHITECT'S SEAL & STATEMENT
LIST OF DRAWINGSHIGHER GROUND WAUKEE
605 E HICKMAN RD.
WAUKEE, IA
LIST OF ABBREVIATIONSSITE LOCATION
No. Date Description
1 11/8/22 REVISION 1
NOTE: SITE PLAN IS FOR REFERENCE ONLY, SEE CIVIL NOTE: SITE PLAN IS FOR REFERENCE ONLY, SEE CIVIL NOTE: SITE PLAN IS FOR REFERENCE ONLY, SEE CIVIL NOTE: SITE PLAN IS FOR REFERENCE ONLY, SEE CIVIL
ENGINEERING PLANS FOR SITE GRADING AND BENCHMARKS.ENGINEERING PLANS FOR SITE GRADING AND BENCHMARKS.ENGINEERING PLANS FOR SITE GRADING AND BENCHMARKS.ENGINEERING PLANS FOR SITE GRADING AND BENCHMARKS.
TRASH TRASH TRASH TRASH
ENCLOSUREENCLOSUREENCLOSUREENCLOSURE
1
4"4"4"4"----0" HIGH ALUM. FENCE, TYP.0" HIGH ALUM. FENCE, TYP.0" HIGH ALUM. FENCE, TYP.0" HIGH ALUM. FENCE, TYP.
MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE
DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC
HDWR. HDWR. HDWR. HDWR.
MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE
DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC
HDWR. HDWR. HDWR. HDWR.
MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE MIN. 44" GATE
DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC DOOR W/ PANIC
HDWR. HDWR. HDWR. HDWR.
MI
N
.
1
2
"
MI
N
.
1
8
"
MI
N
.
1
8
"
MIN. 18"
CITYSCAPES CITYSCAPES CITYSCAPES CITYSCAPES
TOUGHGATE TOUGHGATE TOUGHGATE TOUGHGATE
8
G1-2
CITYSCAPES CITYSCAPES CITYSCAPES CITYSCAPES
TOUGHGATE TOUGHGATE TOUGHGATE TOUGHGATE
(SINGLE)(SINGLE)(SINGLE)(SINGLE)
GATE PANIC HARDWARE:
GATE:
CITYSCAPES TOUGHGATECITYSCAPES TOUGHGATECITYSCAPES TOUGHGATECITYSCAPES TOUGHGATE
MATERIAL: PVC PLAN INFILL WITH ALUMINUM FRAMEMATERIAL: PVC PLAN INFILL WITH ALUMINUM FRAMEMATERIAL: PVC PLAN INFILL WITH ALUMINUM FRAMEMATERIAL: PVC PLAN INFILL WITH ALUMINUM FRAME
STYLE: MISSIONSTYLE: MISSIONSTYLE: MISSIONSTYLE: MISSION
COLOR: TO MATCH WALL MATERIALSCOLOR: TO MATCH WALL MATERIALSCOLOR: TO MATCH WALL MATERIALSCOLOR: TO MATCH WALL MATERIALS
6' - 0" O.C. TYP.
3" MAX
4'
-
0
"
.
2"
M
A
X
CL CL
1111----1/4"x11/4"x11/4"x11/4"x1----1/4" ALUM. 1/4" ALUM. 1/4" ALUM. 1/4" ALUM.
CHANNEL, TYP.CHANNEL, TYP.CHANNEL, TYP.CHANNEL, TYP.
3"x3" ALUM. 3"x3" ALUM. 3"x3" ALUM. 3"x3" ALUM.
POST., TYP.POST., TYP.POST., TYP.POST., TYP.
3/4"x3/4" ALUM. 3/4"x3/4" ALUM. 3/4"x3/4" ALUM. 3/4"x3/4" ALUM.
PICKET, TYP.PICKET, TYP.PICKET, TYP.PICKET, TYP.
NOTE:NOTE:NOTE:NOTE:
1. 1. 1. 1. CONCRETE FOOTINGS SHOULD BE 24" CONCRETE FOOTINGS SHOULD BE 24" CONCRETE FOOTINGS SHOULD BE 24" CONCRETE FOOTINGS SHOULD BE 24"
DEEP, 6" DIA. OR AS REQ'D BY CODE.DEEP, 6" DIA. OR AS REQ'D BY CODE.DEEP, 6" DIA. OR AS REQ'D BY CODE.DEEP, 6" DIA. OR AS REQ'D BY CODE.
CITYSCAPES CITYSCAPES CITYSCAPES CITYSCAPES
TOUGHGATETOUGHGATETOUGHGATETOUGHGATE
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
6'
-
3
"
1'
-
6
"
6"
8'
-
3
"
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
8'
-
3
"
9'
-
0
"
9'
-
0
"
8'
-
3
"
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
1'
-
6
"
7'
-
0
"
9'
-
0
"
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
STONE 1: STONE 1: STONE 1: STONE 1:
CORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGE
BANFFBANFFBANFFBANFF
JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1:
HARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILL
COLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSO
ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:
CERTAINTEED LANDMARK CERTAINTEED LANDMARK CERTAINTEED LANDMARK CERTAINTEED LANDMARK
MOIRE BLACKMOIRE BLACKMOIRE BLACKMOIRE BLACK
G1-2
7
G1-2
4
8
G1-2
4" CONC. SLAB ON 4" CONC. SLAB ON 4" CONC. SLAB ON 4" CONC. SLAB ON
GRADE, BROOM FINISH, GRADE, BROOM FINISH, GRADE, BROOM FINISH, GRADE, BROOM FINISH,
SLOPE 1/4" PER FTSLOPE 1/4" PER FTSLOPE 1/4" PER FTSLOPE 1/4" PER FT
G1-26
12
'
-
0
"
1' - 8"12' - 8"1' - 8"
1'
-
8
"
3'
-
8
"
6'
-
8
"
16' - 0"
CAST STONE CAPCAST STONE CAPCAST STONE CAPCAST STONE CAP
THIN BRICKTHIN BRICKTHIN BRICKTHIN BRICK
CAST STONE SILLCAST STONE SILLCAST STONE SILLCAST STONE SILL
THIN STONE THIN STONE THIN STONE THIN STONE
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
6" CMU6" CMU6" CMU6" CMU
4" CIP CONC. 4" CIP CONC. 4" CIP CONC. 4" CIP CONC.
SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE
W/ W1.4 xW1.4 W/ W1.4 xW1.4 W/ W1.4 xW1.4 W/ W1.4 xW1.4
1/2" COMPRESSIBLE 1/2" COMPRESSIBLE 1/2" COMPRESSIBLE 1/2" COMPRESSIBLE
FILLERFILLERFILLERFILLER
CONC. FOUNDATION CONC. FOUNDATION CONC. FOUNDATION CONC. FOUNDATION
WALL SEE STRUCT.WALL SEE STRUCT.WALL SEE STRUCT.WALL SEE STRUCT.6 MIL VB OVER 6 MIL VB OVER 6 MIL VB OVER 6 MIL VB OVER
6" COMPACTED 6" COMPACTED 6" COMPACTED 6" COMPACTED
GRAVEL FILLGRAVEL FILLGRAVEL FILLGRAVEL FILL
HOT DIPPED GALV. HOT DIPPED GALV. HOT DIPPED GALV. HOT DIPPED GALV.
LADDER REINF. @ LADDER REINF. @ LADDER REINF. @ LADDER REINF. @
16" O.C. VERT.16" O.C. VERT.16" O.C. VERT.16" O.C. VERT.
WATER REPELLENT WATER REPELLENT WATER REPELLENT WATER REPELLENT
MORTAR RAINBLOC MORTAR RAINBLOC MORTAR RAINBLOC MORTAR RAINBLOC
GP, TYP.GP, TYP.GP, TYP.GP, TYP.
GROUT BOTTOM GROUT BOTTOM GROUT BOTTOM GROUT BOTTOM
COURSE FULLCOURSE FULLCOURSE FULLCOURSE FULL
SLOPE
STL. REINF., STL. REINF., STL. REINF., STL. REINF.,
SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.
ST. STL. ST. STL. ST. STL. ST. STL.
FLASHING W/ ST. FLASHING W/ ST. FLASHING W/ ST. FLASHING W/ ST.
STL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGE
SEALANT AND SEALANT AND SEALANT AND SEALANT AND
BACKER RODBACKER RODBACKER RODBACKER ROD
8"8"8"8"
MI
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1'
-
6
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1'
-
6
"
1'
-
6
"
1'
-
6
"
S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT
AROUND PENETRATSIONS AROUND PENETRATSIONS AROUND PENETRATSIONS AROUND PENETRATSIONS
THROUGH FLASHINGTHROUGH FLASHINGTHROUGH FLASHINGTHROUGH FLASHING
CONT. BOND BEAM, CONT. BOND BEAM, CONT. BOND BEAM, CONT. BOND BEAM,
FILL GROUT FULL FILL GROUT FULL FILL GROUT FULL FILL GROUT FULL
#5 BAR CONT.#5 BAR CONT.#5 BAR CONT.#5 BAR CONT.
MGN CONSULTING
ENGINEERS, INC.
635 BUTTERFIELD ROAD
SUITE #310
OAKBROOK TERRACE, IL 60181
PHONE (630) 627-6078
WWW.MGN.ENGINEERING
DESIGN FIRM #184001114-0002
ALLEN
PEPA
A R C H I T E C T S
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PROJECT NO.
DRAWN BY
CHECKED BY
SHEET
Schematic Design:
Design Development
Bidding:
Permit:
POST BID/PERMIT REVISIONS:
ISSUE DATE:
ALLEN+PEPA COPYRIGHT 12/7/2022 4:33:36 PM
C:
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REVISION 1 11/8/22
G1-2
22-014
AK
EP
OF 492
12/7/22
6/21/22
8/12/22
1" = 20'-0"1 SITE PLAN
1/4" = 1'-0"4 DUMPSTER ELEV. - FRONT
1/4" = 1'-0"6 DUMPSTER ELEV. - SIDE
3/8" = 1'-0"2 ALUMINUM FENCE
No. Date Description
1 11/8/22 REVISION 1
1 1/2" = 1'-0"7 DUMPSTER ENCL. DTL.
1
1
1
1
1/4" = 1'-0"3 SHED FRONT ELEVATION
1/4" = 1'-0"11 SHED SIDE ELEVATIONS
1/4" = 1'-0"12 SHED BACK ELEVATION
1/4" = 1'-0"5 DUMPSTER ENCL. PLAN
3/4" = 1'-0"8 DUMPSTER ENCL. SECT.
G1-2
7
G1-2
4
8
G1-2
4" CONC. SLAB ON 4" CONC. SLAB ON 4" CONC. SLAB ON 4" CONC. SLAB ON
GRADE, BROOM FINISH, GRADE, BROOM FINISH, GRADE, BROOM FINISH, GRADE, BROOM FINISH,
SLOPE 1/4" PER FTSLOPE 1/4" PER FTSLOPE 1/4" PER FTSLOPE 1/4" PER FT
G1-26
12
'
-
0
"
1' - 8"12' - 8"1' - 8"
1'
-
8
"
3'
-
8
"
6'
-
8
"
16' - 0"
CAST STONE CAPCAST STONE CAPCAST STONE CAPCAST STONE CAP
THIN BRICKTHIN BRICKTHIN BRICKTHIN BRICK
CAST STONE SILLCAST STONE SILLCAST STONE SILLCAST STONE SILL
THIN STONE THIN STONE THIN STONE THIN STONE
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
6" CMU6" CMU6" CMU6" CMU
4" CIP CONC. 4" CIP CONC. 4" CIP CONC. 4" CIP CONC.
SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE
W/ W1.4 xW1.4 W/ W1.4 xW1.4 W/ W1.4 xW1.4 W/ W1.4 xW1.4
1/2" COMPRESSIBLE 1/2" COMPRESSIBLE 1/2" COMPRESSIBLE 1/2" COMPRESSIBLE
FILLERFILLERFILLERFILLER
CONC. FOUNDATION CONC. FOUNDATION CONC. FOUNDATION CONC. FOUNDATION
WALL SEE STRUCT.WALL SEE STRUCT.WALL SEE STRUCT.WALL SEE STRUCT.6 MIL VB OVER 6 MIL VB OVER 6 MIL VB OVER 6 MIL VB OVER
6" COMPACTED 6" COMPACTED 6" COMPACTED 6" COMPACTED
GRAVEL FILLGRAVEL FILLGRAVEL FILLGRAVEL FILL
HOT DIPPED GALV. HOT DIPPED GALV. HOT DIPPED GALV. HOT DIPPED GALV.
LADDER REINF. @ LADDER REINF. @ LADDER REINF. @ LADDER REINF. @
16" O.C. VERT.16" O.C. VERT.16" O.C. VERT.16" O.C. VERT.
WATER REPELLENT WATER REPELLENT WATER REPELLENT WATER REPELLENT
MORTAR RAINBLOC MORTAR RAINBLOC MORTAR RAINBLOC MORTAR RAINBLOC
GP, TYP.GP, TYP.GP, TYP.GP, TYP.
GROUT BOTTOM GROUT BOTTOM GROUT BOTTOM GROUT BOTTOM
COURSE FULLCOURSE FULLCOURSE FULLCOURSE FULL
SLOPE
STL. REINF., STL. REINF., STL. REINF., STL. REINF.,
SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.
ST. STL. ST. STL. ST. STL. ST. STL.
FLASHING W/ ST. FLASHING W/ ST. FLASHING W/ ST. FLASHING W/ ST.
STL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGE
SEALANT AND SEALANT AND SEALANT AND SEALANT AND
BACKER RODBACKER RODBACKER RODBACKER ROD
8"8"8"8"
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1'
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1'
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"
1'
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6
"
1'
-
6
"
S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT S.S. DOWEL W/ SEALANT
AROUND PENETRATSIONS AROUND PENETRATSIONS AROUND PENETRATSIONS AROUND PENETRATSIONS
THROUGH FLASHINGTHROUGH FLASHINGTHROUGH FLASHINGTHROUGH FLASHING
CONT. BOND BEAM, CONT. BOND BEAM, CONT. BOND BEAM, CONT. BOND BEAM,
FILL GROUT FULL FILL GROUT FULL FILL GROUT FULL FILL GROUT FULL
#5 BAR CONT.#5 BAR CONT.#5 BAR CONT.#5 BAR CONT.
1/4" = 1'-0"5 DUMPSTER ENCL. PLAN
3/4" = 1'-0"8 DUMPSTER ENCL. SECT.
01 FIRST FLOOR
0"
02 LOW PARAPET
14' -6"
A DCB
04 HIGH PARAPET
19' -6"
6' - 9"
03 MID PARAPET
16' -0"
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
COPINGCOPINGCOPINGCOPING
ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD
CASEMENT CASEMENT CASEMENT CASEMENT
WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.
STONE 2STONE 2STONE 2STONE 2
STONE 1 STONE 1 STONE 1 STONE 1
CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR
RTU SCREENING, RTU SCREENING, RTU SCREENING, RTU SCREENING,
COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH,
HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1
10
'
-
0
"
8' - 2 1/4"8' - 0"12' - 0"8' - 0"8' - 2 1/4"
REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES,
TYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTED
6'
-
1
0
"
1
9'
-
0
"
01 FIRST FLOOR
0"
02 LOW PARAPET
14' -6"
4 1
04 HIGH PARAPET
19' -6"
03 MID PARAPET
16' -0"
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
TY
P
.
1'
-
6
"
STONE 2STONE 2STONE 2STONE 2
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
COPINGCOPINGCOPINGCOPING
COPINGCOPINGCOPINGCOPINGALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD
CASEMENT CASEMENT CASEMENT CASEMENT
WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.
STONE 1STONE 1STONE 1STONE 1
CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR
RTU SCREENING, RTU SCREENING, RTU SCREENING, RTU SCREENING,
COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH,
HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1
10
'
-
0
"
TY
P
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N
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O
.
9'
-
0
"
5' - 5 7/8"8' - 0"8' - 0"5' - 5 5/8"20' - 4 1/2"9' - 3 3/4"10' - 0"8' - 0"10' - 0"9' - 3 3/4"
1' - 0"REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES,
TYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTED1
1
1
01 FIRST FLOOR
0"
02 LOW PARAPET
14' -6"
ADCB
04 HIGH PARAPET
19' -6"
03 MID PARAPET
16' -0"
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
COPINGCOPINGCOPINGCOPING
ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD
CASEMENT CASEMENT CASEMENT CASEMENT
WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.WINDOWS, TYP.
STONE 2STONE 2STONE 2STONE 2
STONE 1 STONE 1 STONE 1 STONE 1
CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR
RTU SCREENING, RTU SCREENING, RTU SCREENING, RTU SCREENING,
COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH,
HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1
11
'
-
6
"
2' - 10 1/4"10' - 0"10' - 0"10' - 0"10' - 0"1' - 6 1/4"
10
'
-
0
"
1
1
BRICK 1: BRICK 1: BRICK 1: BRICK 1:
KINGS MATERIAL HERITAGE COLLECTION KINGS MATERIAL HERITAGE COLLECTION KINGS MATERIAL HERITAGE COLLECTION KINGS MATERIAL HERITAGE COLLECTION ----TUMBLEDTUMBLEDTUMBLEDTUMBLED
TUSCAN VILLATUSCAN VILLATUSCAN VILLATUSCAN VILLA
STONE 1: STONE 1: STONE 1: STONE 1:
CORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGE
BANFFBANFFBANFFBANFF
JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1:
HARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILL
COLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSO
STONE 2: STONE 2: STONE 2: STONE 2:
CORDOVA STONE 1CORDOVA STONE 1CORDOVA STONE 1CORDOVA STONE 1----INCH (12" x 24")INCH (12" x 24")INCH (12" x 24")INCH (12" x 24")
COLOR/TEXTURE: BUFF / GROUND FACECOLOR/TEXTURE: BUFF / GROUND FACECOLOR/TEXTURE: BUFF / GROUND FACECOLOR/TEXTURE: BUFF / GROUND FACE
BRICK 2 (HORIZONTAL ACCENT): BRICK 2 (HORIZONTAL ACCENT): BRICK 2 (HORIZONTAL ACCENT): BRICK 2 (HORIZONTAL ACCENT):
GLENGLENGLENGLEN----GERYGERYGERYGERY
BRAZILWOOD WIRECUT THIN BRICKBRAZILWOOD WIRECUT THIN BRICKBRAZILWOOD WIRECUT THIN BRICKBRAZILWOOD WIRECUT THIN BRICK
1
01 FIRST FLOOR
0"
02 LOW PARAPET
14' -6"
41
04 HIGH PARAPET
19' -6"
03 MID PARAPET
16' -0"
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
BRICK 1 W/ BRICK 1 W/ BRICK 1 W/ BRICK 1 W/
BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY BRICK 2 EVERY
7TH ROW7TH ROW7TH ROW7TH ROW
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
COPINGCOPINGCOPINGCOPING
ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD
WINDOWS WINDOWS WINDOWS WINDOWS
CASEMENT, TYP.CASEMENT, TYP.CASEMENT, TYP.CASEMENT, TYP.
STONE 2STONE 2STONE 2STONE 2
STONE 1 STONE 1 STONE 1 STONE 1
CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR CITYSCAPE ENVISOR
RTU SCREENING, RTU SCREENING, RTU SCREENING, RTU SCREENING,
COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH, COLOR TO MATCH,
HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1HARDIE SIDING 1
10' - 10"
7' - 2"1'
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9
"
1"
5'
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8
"
1' - 0"1' - 0"1' - 0"
14
'
-
2
"
6'
-
9
3
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4
"
3' - 5 3/4"10' - 0"10' - 0"3' - 5 7/8"
7' - 1 7/8"10' - 0"10' - 0"8' - 0"8' - 0"3' - 5 3/4"
2' - 0"
5'
-
6
"
KNOXBOX KNOXBOX KNOXBOX KNOXBOX
3200 3200 3200 3200
REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES, REVEAL/SEAM LINES,
TYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTEDTYP. AS NOTED
5'
-
9
"
1 111
1
MGN CONSULTING
ENGINEERS, INC.
635 BUTTERFIELD ROAD
SUITE #310
OAKBROOK TERRACE, IL 60181
PHONE (630) 627-6078
WWW.MGN.ENGINEERING
DESIGN FIRM #184001114-0002
ALLEN
PEPA
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PROJECT NO.
DRAWN BY
CHECKED BY
SHEET
Schematic Design:
Design Development
Bidding:
Permit:
POST BID/PERMIT REVISIONS:
ISSUE DATE:
ALLEN+PEPA COPYRIGHT 11/17/2022 3:33:12 PM
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EXTERIOR
ELEVATIONS
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REVISION 1 11/8/22
A2-1
22-014
AK
EP
OF 4914
11/8/22
6/21/22
1/8" = 1'-0"2 NORTH ELEVATION
1/8" = 1'-0"4 EAST ELEVATION
1/8" = 1'-0"3 SOUTH ELEVATION
1/8" = 1'-0"1 WEST ELEVATION
No. Date Description
1 11/8/22 REVISION 1
ELEVATION MATERIAL CALCULATIONS:
BRICK =1,662 S.F. 1,662 S.F. / 6,936 S.F. = 24.0%
STONE 1 =1,310 S.F.1,310 S.F. / 6,936 S.F. = 18.9%
STONE 2 =1,127 S.F.1,127 S.F. / 6,936 S.F. = 16.2%
SIDING 1 =1,524 S.F.1,524 S.F. / 6,936 S.F. = 22.0%
GLASS =1,313 S.F.1,313 S.F. / 6,936 S.F. = 18.9%
TOTAL =6,936 S.F.
1
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
PAINT SHED PAINT SHED PAINT SHED PAINT SHED
DOORS TO MATCH DOORS TO MATCH DOORS TO MATCH DOORS TO MATCH
SIDING COLORSIDING COLORSIDING COLORSIDING COLOR
ARCH. SHINGLE ARCH. SHINGLE ARCH. SHINGLE ARCH. SHINGLE
ROOFROOFROOFROOF
6'
-
3
"
1'
-
6
"
6"
8'
-
3
"
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
8'
-
3
"
9'
-
0
"
9'
-
0
"
8'
-
3
"
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
1'
-
6
"
7'
-
0
"
9'
-
0
"
STONE 1 STONE 1 STONE 1 STONE 1
WAINSCOTWAINSCOTWAINSCOTWAINSCOT
HARDIE HARDIE HARDIE HARDIE
SIDING 1SIDING 1SIDING 1SIDING 1
LIMESTONE LIMESTONE LIMESTONE LIMESTONE
SILLSILLSILLSILL
GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL
FLOOR, PAINT TO FLOOR, PAINT TO FLOOR, PAINT TO FLOOR, PAINT TO
MATCH SIDINGMATCH SIDINGMATCH SIDINGMATCH SIDING
STONE 1: STONE 1: STONE 1: STONE 1:
CORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGECORONADO OLD COUNTY LEDGE
BANFFBANFFBANFFBANFF
JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1: JAMES HARDIE SIDING 1:
HARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILLHARDIEPLANK, CEDARMILL
COLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSOCOLOR: RICH ESPRESSO
ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:ARCHITECTURAL SHINGLES:
CERTAINTEED LANDMARK CERTAINTEED LANDMARK CERTAINTEED LANDMARK CERTAINTEED LANDMARK
MOIRE BLACKMOIRE BLACKMOIRE BLACKMOIRE BLACK
DATE:
DRAWN:
SCALE:
PROJECT NO.:
215 FULTON STREET
GENEVA, IL 60134
Ph. 847.695.7092
www.allenpepa.com
ALLEN PEPA
A R C H I T E C T S
As indicated SK-1AKHIGHER GROUND WAUKEE
605 E HICKMAN RD., WAUKEE, IA 22-014
12/7/22
1/4" = 1'-0"1 SHED FRONT ELEVATION 1/4" = 1'-0"2 SHED SIDE ELEVATIONS
1/4" = 1'-0"3 SHED BACK ELEVATION