HomeMy WebLinkAbout2026-03-16 I08 Trailridge Baseball-Softball Storage SP AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 16, 2026
AGENDA ITEM: Consideration of approval of resolution approving a site plan for Trailridge
Baseball/Softball Storage (1455 NW Douglas Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The Waukee Community School District is requesting
approval of a site plan for a storage building and batting cages located near the
baseball and soft ball fields at Trailridge School. The property is located north
of NW Douglas Parkway and west of NW 10th Street.
The subject property has been developed in recent years for three (3) separate
facilities for the Waukee Community School District. Two school buildings
and a natatorium have been constructed on the property. In addition to the
buildings, the School District has constructed outdoor athletic fields on the
property.
The project includes the construction of an 800 square foot storage building
near the baseball and softball fields in the northeast corner of the site. In
addition, a 3-bay batting cage will be constructed. Sidewalk extensions will be
completed as part of the project to allow for pedestrian circulation. No
additional parking is required for the proposed improvements.
The building is proposed to be constructed primarily of masonry materials.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on March 10, 2026, and
recommended approval:
Approval of a Site Plan for Trailridge Baseball/Softball Storage (1455 NW Douglas Parkway)
Andy Kass, Community Development Director, introduced the request for approval of a site plan for a
storage building and batting cages, as requested by Waukee Community School District, represented
by James Rodemyer of Bishop Engineering.
The property is generally located west of NW 10th Street and north of NW Douglas Parkway. The
subject property has been developed in recent years for three (3) separate facilities for the Waukee
Community School District. Two school buildings and a natatorium have been constructed on the
property. In addition to the buildings, the School District has constructed outdoor athletic fields on the
property.
The project includes the construction of an 800 square foot storage building near the baseball and
softball fields in the northeast corner of the site. In addition, a 3-bay batting cage will be constructed.
I8
Sidewalk extensions will be completed as part of the project to allow for pedestrian circulation. No
additional parking is required for the proposed improvements.
The site is already served by public utilities. Some minor storm sewer improvements are proposed to
improve drainage on the property. The building is proposed to be constructed primarily of masonry
materials.
The site plan is in conformance with the Site Plan Ordinance. Staff recommends approval of the site
plan subject to remaining staff comments.
Discussion as follows: (None)
Motion by Commissioner Bannister for Approval of a Site Plan for Trailridge Baseball/Softball
Storage (1455 NW Douglas Parkway), seconded by Commissioner Lohse. Ayes: Broderick, Bankole,
Beenken, Lohse, and Bannister. Nays: None. Motion carried.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
IV. Building Elevations
PREPARED BY: Andy Kass, Community Development Director
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE SITE PLAN FOR TRAILRIDGE BASEBALL/SOFTBALL STORAGE
(1455 NW DOUGLAS PARKWAY)
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 Trailridge Baseball/Softball Storage, subject to remaining staff comments on
March 10, 2026; AND,
WHEREAS, the Site Plan for Trailridge Baseball/Softball Storage is in general conformance
with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal
Code; AND,
WHEREAS, the Site Plan for Trailridge Baseball/Softball Storage 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 16th day of March, 2026, that the Site Plan for Trailridge Baseball/Softball Storage is
approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Trailridge Baseball/Softball
Storage – Site Plan
PREPARED BY: Andy Kass, AICP – Community
Development Director
REPORT DATE: March 6, 2026
MEETING DATE: March 10, 2026
GENERAL INFORMATION
Owner: Waukee Community School District
Applicant: Waukee Community School District
Owner’s Representative:
James Rodemyer, P.E. – Bishop Engineering
Request: The applicant is requesting approval of a site plan for
a storage building and batting cages
Location: Property is generally located west of NW 10th Street
and north of NW Douglas Parkway.
Property Address: 1455 NW Douglas Parkway
AREA MAP
ABOVE: Aerial of property (outlined in BLUE).
March 6, 2026
2 of 2
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Educational Single-Family
Residential
A-1 (Agricultural District)
North Single-Family
Residential Single-Family
Residential
R-2 (One & Two Family Residential
District) / PD-1 (Planned Development
Overlay District)
South Single-Family
Residential
Single-Family
Residential
R-2 (One & Two Family Residential
District) / PD-1 (Planned Development
Overlay District)
East Single-Family
Residential
Single-Family
Residential
R-2 (One & Two Family Residential
District) / PD-1 (Planned Development
Overlay District)
West Undeveloped Single-Family
Residential
A-1 (Agricultural District)
HISTORY
The subject property has been developed in recent years for three (3) separate facilities for the Waukee
Community School District. Two school buildings and a natatorium have been constructed on the property. In
addition to the buildings, the School District has constructed outdoor athletic fields on the property.
PROJECT DESCRIPTION
The project includes the construction of an 800 square foot storage building near the baseball and softball
fields in the northeast corner of the site. In addition, a 3-bay batting cage will be constructed. Sidewalk
extensions will be completed as part of the project to allow for pedestrian circulation. No additional parking is
required for the proposed improvements.
UTILITIES
The site is already served by public utilities. Some minor storm sewer improvements are proposed to improve
drainage on the property.
ARCHITECTURAL
The building is proposed to be constructed primarily of masonry materials.
STAFF RECOMMENDATION
The site plan is in conformance with the Site Plan Ordinance Staff recommends approval of the site plan
subject to remaining staff comments.
SITE
TRAILRIDGE BASEBALL/SOFTBALL STORAGE
SITE PLAN
IOWAONE CALL
1-800-292-8989
www.iowaonecall.com
811
Know what's below. Call before you dig.
PROPERTY DESCRIPTION:
(FINAL PLAT BOOK 2022, PAGE 22405)
LOT 1, TRAILRIDGE SCHOOL, AN OFFICIAL PLAT NOW
INCLUDED IN AND FORMING A PART OF THE CITY OF
WAUKEE, DALLAS COUNTY, IOWA
SUBJECT TO AND TOGETHER WITH ANY AND ALL
EASEMENTS AND RESTRICTIONS OF RECORD.
ADDRESS:
1455 NW DOUGLAS PARKWAY
WAUKEE, IA 50263
OWNER:
WAUKEE COMMUNITY SCHOOLS
560 SE UNITVERSITY AVE.
WAUKEE, IA 50263
PREPARED FOR:
WAUKEE COMMUNITY SCHOOLS
560 SE UNIVERSITY AVE.
WAUKEE, IA 50263
PHONE # 515-987-5161
ZONING:
INFORMATION OBTAINED FROM
CITY OF WAUKEE
A-1 (AGRICULTURAL DISTRICT)
FOR AN OFFICIAL ZONING REPORT
PLEASE CALL CITY OF WAUKEE AT 515-978-7897
OPEN SPACE& IMPERVIOUS SURFACE:
TOTAL SITE AREA = 3,310,854 SF
EXISTING IMPERVIOUS SURFACE = 1,114,700 SF
ADDED IMPERVIOUS SURFACE = 8,800 SF
TOTAL IMPERVIOUS SURFACE = 1,123,500 SF (33.9%)
TOTAL OPEN SPACE = 2,187,354 SF (66.1%)
SITE CONTROL AND BENCHMARKS:
BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS
DATUM = NAD 83, IOWA SOUTH
BENCHMARK DATUM = CITY DATUM OR NAVD88, GEOID 18
POINT # 9200, CUT "X"
NORTHING = 594714.92
EASTING = 1531578.13
ELEVATION = 1015.73
DESCRIPTION:LOCATED ON THE SOUTH SIDE OF THE
SIDEWALK INTERSECTION, ABOUT 294 EAST OF THE
CONCESSION STAND BUILDING
POINT # 9201, CUT "X"
NORTHING = 594742.65
EASTING = 1531313.35
ELEVATION = 1018.64
DESCRIPTION:LOCATED APPROX. 35' NORTHEAST OF THE
CONCESSION BUILDING ON THE NORTH EDGE OF THE
SIDEWALK
VICINITY MAP
SCALE: 1" = 1,000'
COPYRIGHT 2026 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE
REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.
UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.
SHEET INDEX:
C-001 COVER SHEET
C-201 LAYOUT PLAN & DETAILS
C-301 GRADING & UTILITY PLAN
UTILITY CONFLICT NOTES:
1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR
CONVENIENCE.
2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING
UTILITY AND PROPOSED CONSTRUCTION
WETLAND NOTES:
1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE
LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
SURVEY NOTES:
1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 11.05.2025.
GENERAL NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2026 SUDAS STANDARD SPECIFICATIONS AND 2025 WAUKEE STANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST
BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.
2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE
CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.
5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE
CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS."
6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM
VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.
7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW
DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.
8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT
THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN
PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.
9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR
LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.
11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.
12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS
REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.
13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF
NATURAL RESOURCES REQUIREMENTS.
14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE
END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY
UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.
16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES
FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.
PAVING NOTES:
1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS
SHALL BE SEEDED IN ACCORDANCE WITH CITY OFWAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.
2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN
OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED.
3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.
4.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL
HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES
SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.
UTILITY NOTES:
1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.
2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.
3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE
RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO
CONSTRUCTION.
4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO
REMAIN IN SERVICE.
5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II
CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
55
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UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC
RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP
ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS
ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL
BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN
AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE
TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
C-001 - C-301
ABBREVIATIONS:
AC ACRES
ASPH ASPHALT
BK BOOK
CONC CONCRETE
D DEEDED DISTANCE
EX EXISTING
ENCL ENCLOSURE
FF FINISHED FLOOR
FL FLOW LINE
FRAC FRACTIONAL
M MEASURED DISTANCE
MH MANHOLE
OPC ORANGE PLASTIC CAP
P PLATTED DISTANCE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
PRA PREVIOUSLY RECORDED AS
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RPC RED PLASTIC CAP
SF SQUARE FEET
SAN SANITARY
TYP TYPICAL
YPC YELLOW PLASTIC CAP
N NORTH
S SOUTH
E EAST
W WEST
ELECTRIC VAULT
TRANSFORMER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC MANHOLE
FIBER OPTIC RISER
FIBER OPTIC VAULT
CABLE TV RISER
SIGN
BOLLARDS
7 DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED 5/8" IRON ROD
WITH YELLOW PLASTIC CAP ID # XXXXX
OR AS NOTED
SECTION CORNER - FOUND AS NOTED
SITE CONTROL POINT - MONUMENT AS NOTED
ELEC
EJ
EP
GM
GV
A/C
T
TEL
T
TS
FO
F/O
TV
F/O
SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
ROOF DRAIN
DOWNSPOUT
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
FLAGPOLE
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
D
S
CO
H Y D
ICV
W
WSO
YA DR
E
EM
E
W
WV
LEGEND
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C-001
COVER SHEET
STAKING NOTES:
1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.
2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.
3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.
EARTHWORK BALANCE NOTES:
1.IT IS ANTICIPATED THIS SITE DOES NOT BALANCE. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED
OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE. NO CHANGE ORDERS WILL BE ISSUED AS IT RELATES TO
EARTHWORK QUANTITIES. THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND
SPECIFICATIONS.
FARM TILE NOTES:
1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM
SEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH AN INSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE.
2.IT IS ANTICIPATED THAT THE SITE CONTAINS FIELD TILES, HOWEVER, LIMITED INFORMATION IS AVAILABLE.
3.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50 FEET OF THE FIELD TILE.
4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FARM TILES TO BISHOP ENGINEERING WITH BOTH ELEVATIONS AND STATE PLANE COORDINATES.
STORM & SANITARY TELEVISING NOTES:
1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.
2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.
3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING.
SWPPP NOTES:
1.DISTURBED AREA IS 26,500 SF IS LESS THAN 1 ACRE. THEREFORE, NO SWPPP OR GENERAL PERMIT #2 ARE REQUIRED.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING PERIMETER SILT FENCE, BELOW GRADE INLET PROTECTION AND A CONCRETE WASHOUT
FACILITY TO MEET THE REQUIREMENTS OF SUDAS SPECIFICATION SECTION 11,050.
SECURITY NOTES:
1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE.
2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID.
SPECIFICATIONS NOTES:
1.ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE 2025 CITY OF WAUKEE STANDARD SPECIFICATIONS AND 2026 SUDAS SPECIFICATIONS.
2.FOR ANY DISCROPANCIES BETWEEN THE PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATIONS SHALL GOVERN UNLESS DIRECTED
OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.
3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.
4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED
SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.
FIRE DEPARTMENT ACCESS NOTES:
1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, OR PORTIONS OF A BUILDING AS SOON AS VERTICAL
CONSTRUCTION OF THE BUILDING COMMENCES.
2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 2015 IFC 503.2 AND SHALL EXTEND TO WITHIN 150 FEET OF ALL EXTERIOR
PORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.
3.FIRE APPARATUS TRAIL SHALL BE INSTALLED PRIOR TO BUILDING GOING VERTICAL. IF PAVEMENT IS NOT PLANNED TO BE INSTALLED PRIOR TO THE
BUILDING GOING VERTICAL, THAN TEMPORARY ROCK ACCESS SHALL BE PROVIDED AROUND THE BUILDING AND CONNECTED TO THE ROCK
CONSTRUCTION ENTRANCE.
4.ANY TEMPORARY ROCK USED FOR THE FIRE DEPARTMENT ACCESS ROUTE SHALL BE REMOVED FROM THE SITE PRIOR TO TOPSOIL SPREADING AND
SEEDING. SEE TOPSOIL NOTES ON COVER SHEET AND GRADING PLAN.
5.ANY AND ALL FIRE APPARATUS ACCESS ROAD WORK NECESSARY TO COMPLY WITH WAUKEE FIRE DEPARTMENT REQUIREMENTS SHALL BE CONSIDERED
INCIDENTAL TO BID.
PAVEMENT SAWCUT NOTES:
1.CONTRACTOR SHALL FOLLOW JOINTING SHOWN ON PLANS. IF CONTRACTOR WANTS TO DEVIATE FROM JOINTING SHOWN, CONTRACTOR SHALL PROVIDE
SAWCUT JOINTING PLAN TO JAMES RODEMYER, BISHOP ENGINEERING (515-276-0467 OR JRODEMYER@BISHOPENGR.COM) PRIOR TO ANY CONCRETE
PAVEMENT INSTALLATION.
2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED NOT IN COMPLIANCE WITH JOINTING PLAN.
SOD & WATERING NOTES:
1.CONTRACTOR SHALL SOD ALL DISTURBED AREA.
2.AREA TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ROCKS & DIRT CLUMPS OVER 1" IN DIAMETER.
3.THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR SALL MAINTAIN WATERING UNTIL SOD IS ESTABLISHED WITH ROOTS KNITTED IN
SUBSURFACE.
PROPOSED
20'x40'
STORAGE
BUILDING
FF=1015.50
R1
5
0
'
R25'
REF ARCH FOR BATTING CAGES & TURF
12' WIDE GATE
8' TALL BLACK VINYL CHAIN LINK
FENCE IN 12" WIDE MOW STRIP
(REF DETAIL 1/C-201)
8' TALL BLACK VINYL CHAIN LINK
FENCE IN 12" WIDE MOW STRIP
(REF DETAIL 1/C-201)
R33'
R1
5
8
'
R1
0
'
R50'
R58'
R50'
R58'
BEGIN REMOVAL OF 80LF
OF EX 8' CHAINLINK FENCE
IN MOW STRIP
END REMOVAL OF 80LF OF
EX 8' CHAINLINK FENCE IN
MOW STRIP
STOOP TO SIDEWALK
TRANSITION
(REF DETAIL 3/C-201)
STOOP TO SIDEWALK
TRANSITION
(REF DETAIL 3/C-201)
SOD ALL DISTURBED AREA
SOD ALL DISTURBED AREA
SOD ALL DISTURBED AREA
ST
6" PCC W/ #4 FIBER BARS
24" O/C BOTH WAYS FOR
BATTING CAGES
(REF DETAIL 4/C-201)8'
8'
5" PCC WALK
(REF DETAIL 2/C-201, TYP)
5" PC
C
W
A
L
K
5"
P
C
C
W
A
L
K
48'
79
'8'
3'
8'
5"
P
C
C
W
A
L
K
CP #9200
CO
CO
CO
2" TREE
2" TREE
2" TREE
3" TREE
2" TREE
2" PINE
2" PINE
2" PINE
2" TREE
2" TREE
3" TREE
2" TREE
2" TREE
2" TREE
2" PINE
2" TREE
2" TREE
2" PINE
2" PINE
2" PINE
2" PINE
2" PINE
2" TREE
2" TREE 2" TREE
2" PINE
2" PINE
2" TREE
2" PINE 2" TREE 2" TREE 2" TREE 2" TREE
2" TREE
2" PINE 2" PINE
2" TREE
2" TREE
D
ICV
ICV
ICVICV
ICVICVICV
2" TREE
2" TREE
2" TREE
3" TREE
2" TREE
3" TREE
3" TREE3" TREE
3" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
ICV
ICV
ICV
EP
EP
EP
EP
ICV
3" TREE
3" TREE
3" TREE
3" TREE
2" TREE
2" TREE2" TREE
2" TREE
2" TREE2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE
2" TREE2" TREE
2" TREE
2" TREE2" TREE
2" TREE
2" TREE
CP #9201
CP #9202
CP #9203
X X
X
X
X
X
X
X
X
X
X
X
X
U/E
U/E
U/E
U/E
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
XXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXXXXXXX
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/
E
U/
E
U/E
U/
E
U/
E
U/
E
U/
E
U/E
U/
E
U/
E
U/E
U/E
U/E
U/
E
U/
E
U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
EX BUILDING
2741 SF
ST 15"
ST 15"
ST 15"
ST12"
ST
12"
ST
15
"
ST
15
"
EX DUGOUT
311SF
EX
D
U
G
O
U
T
39
2
S
F
CANOPY
EX
D
U
G
O
U
T
47
1
S
F
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST 30"
ST 30"
ST 30"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST12"
ST12"
ST12"
ST
12
"
ST
12
"
ST
12
"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
LOT 1
X
X
ST
24"
ST
24"
18"
ST18"
ST18"
ST18"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST8"
ST8"
ST8"ST8"
ST8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST8"
ST8"
ST
8"
ST
8"
ST
8"
ST
8"
ST 8"
ST 8"
ST 8"ST 8"ST 8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST8"
ST8"
ST8"
EX 10' CHAINLINK FENCE
EX 4' CHAINLINK FENCE
EX CONCRETE
EX CONCRETE
EX CONCRETEEX CONCRETE
EX CONCRETE
EX
L
O
N
G
J
U
M
P
W
I
T
H
T
R
A
C
K
S
U
R
F
A
C
I
N
G
EX GRAVEL
EX G
R
A
V
E
L
EX CONCRETE
EX 8' CHAINLINK FENCE
BACKSTOP NETTING
EX GRAVEL
EX
G
R
A
V
E
L
EX 8' CHAINLINK FENCE
EX 8' CHAINLINK FENCE
EX
G
R
A
V
E
L
EX 6' CHAINLINK FENCE
W/ CONCRETE
EX 8' CHAINLINK FENCE
IN MOW STRIP
EX 8' CHAINLINK FENCE
EX 8' CHAINLINK FENCE
EX GATE EX 8' CHAINLINK FENCE
IN MOW STRIP EX GATE
EX GATE
EX 4' CHAINLINK FENCE
EX GATE
EX GATE
EX 8' CHAINLINK FENCE
IN MOW STRIP
EX 8' CHAINLINK FENCE
EX
C
O
N
C
R
E
T
E
EX C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX CO
N
C
R
E
T
E
EX GRAVEL
EX
G
R
A
V
E
L
EX 8' CHAINLINK FENCE
EX GATE
EX GATE
EX GATE
BACKSTOP NETTING
BACKSTOP NETTING
POLE, TYP
BACKSTOP NETTING
POLE, TYP
EX GATE
EX GATE
EX GATE
EX GATE EX GATE
EX GATE
EX GATE
EX GATE EX GATE
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
55
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MARCH 2026
35
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P
M
GRAPHIC SCALE
020 10 20 40
C-201
LAYOUT PLAN
& DETAILS
SIDEWALK DETAIL
SCALE NONE
2
C-201
FINISHED GROUND GRADE
(INCLUDING SOD) SHALL BE
1/4" BELOW FINISHED PAVEMENT
GRADE ON DOWNHILL SIDE
WIDTH PER PLAN
NOTE: SLOPE SIDEWALK IN ACCORDANCE
WITH GRADING PLAN, 1.5% CROSS SLOPE
4" ROCK BASE
SEE SPEC
SECTION 32 11 23
5" MIN WALK THICKNESS - SEE
PLANS FOR EXACT THICKNESS
12"
12"
MOW STRIP DETAIL
SCALE NONE
1
C-201
PER FENCE
MANUFACTURER
6"
5" PCC
6"
GRASS FLUSH WITH
EDGE OF CONCRETE
TROWEL JOINT
AT EVERY POST
1" FOAM BETWEEN POLE
& CONCRETE
SEAL FOAM W/ GRAY
MASTIC JOINT SEALANT
XXX
36"
2"
5'-0"
12"12"
STRUCTURAL STOOP / SIDEWALK TRANSITION DETAIL
SCALE NONE
3
C-201
5"
6" PCC
#4 @ 12" O.C.
STRUCTURAL STOOP
SEE STRUCTURAL
1/4" EXPANSION JOINT
FILLED W/ GRAY MASTIC
JOINT SEALANTKEYED JOINT
SIDEWWALK
SEE PLANS FOR
THICKNESS
4" VOID FORMS X
WIDTH OF SIDEWALK
#4 @ 12" O.C.
THUS: 60"
ROCK BASE
SEE OTHER DETAILS
POROUS BACKFILL
(IOWA DOT SPEC 4131
OR EQUAL)
6" SUBDRAIN
BATTING CAGE PAVING DETAIL
SCALE NONE
4
C-201
FINISHED GROUND GRADE
(INCLUDING SOD) SHALL BE
1/4" BELOW FINISHED PAVEMENT
GRADE ON DOWNHILL SIDE
4" ROCK BASE
SEE SPEC
SECTION 32 11 23
12"
6" PCC C-4 MIX W/ #4 FIBER
BARS 24" O/C BOTH WAYS
12" SUBGRADE
PREPARATION
IN TWO 6" LIFTS
PROPOSED
20'x40'
STORAGE
BUILDING
FF=1015.50
0.3
%
1.0%
0.
0
%
1.0%
0.
0
%
1.0%
0.
2
%
1.0%
0.0
%
3.
7
%
1.5%
1.
5
%
1.
2
%
1.5%
0.
5
%
0.0
%
1.0%
1.0%
0.
5
%
1.0%
0.9
%
0.
0
%
1.0%
3.4%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
1.5%
0.
0
%
0.
0
%
0.4%
1.5%
0.5%
1.
0
%
0.5%
2.9%
1.
5
%
2.7%
2.1%
1.5%
2.0%
4.8
%
1.1%
3.5
%
3.
5
%
0.0
%
8.4%
4.0%
2.1
%
6.8%
1.1%
2.0%
2.8%
2.0%
1.0%
2.0%2.0%
2.0%
2.0
%
3.8%
1.5%
1.1%
1.
1
%
3.
0
%
101
7
10
1
8
10
1
6
101
5
1014
1015
101
5
10
1
4
10
1
5
STRUCTURE #1
INSTALL 30" NYLOPLAST
BASIN OVER EX LINE
RIM=1014.00
EX FL(E-W)=1008.22±
1.5
%
1015
1015
101
5
8.5%
1.0%
1.5%
0.
0
%
1.5%
0.
0
%
100-YR ELEV=1012.70
PER BISHOP PN 200188
1016.00 EX
1016.00 EX 1015.97
1016.04 EX
1016.01
1016.04 EX
1016.01
1016.05 EX 1016.02
1016.05 EX 1016.04
1015.61
1015.49
1015.35
1015.23
1015.15
1015.23
1014.75
1014.36
1014.84
1014.95
1014.87
OVERTOPPING
1014.74
1014.66
1015.50
1015.50
1015.001015.00
1015.00
1015.50
1015.00
1015.50
1015.42
1015.35
1015.27
1014.92
1014.80
1017.99
1017.87
1018.78
1018.69
1018.87 EX1018.86 EX
1015.00 1015.00
1015.62
1015.62
1015.00 1015.00
1013.75 EX1014.31 EX
OVERTOPPING
1015.25
1014.66 1014.64
1014.001014.55
1013.55
1013.53
ADJUST RIM OF
MANHOLE TO 1013.74
OVERTOPPING
1013.75
1013.51
1013.89 EX
1013.89 EX
1013.00 EX
1012.35 EX
1015.95
1015.83
1015.35
1015.23
1014.911015.42 1015.42
1015.42
DOWNSPOUT CONNECTION
(SEE DETAIL 1/C-301)
FL=1012.50
6" INSERTA-TEE
FL(N)=1009.78
FL(E,W)=1008.53±
ST
57LF 6" N-12 @ S=4.80%
DOWNSPOUT CONNECTION &
7LF 6" N-12 @ S=2.00% MIN
(SEE DETAIL 1/C-301)
TRANSITION TO
SLOTTED N-12 AT STOOP
24LF 6" SUBDRAIN &
INSERTA-TEE CONNECTION
TO EX STORM SEWER
100-YR ELEV=1013.92
100-YR
ELEV=1014.24
100-YR
ELEV=1013.18
CP #9200
CO
CO
CO
EX INTAKE
RIM=1016.71
**FL(S 6"CPP)=1012.58**
**FL(NW 24"RCP)=1011.40**
FL(SW 18"CPP)=1010.66
FL(E 30"RCP)=1010.66
**PER OLD PLANS**
EX INTAKE
RIM=1014.50
FL(N)=1010.69
EX INTAKE
RIM=1014.06
FL(S 12"CPP)=1010.18
FL(NE 12"CPP)=1010.08
EX 15" RCP FES
FL=1012.55
EX INTAKE
RIM=1013.45
**FL(W 12"CPP)=1009.26**
FL(S 6"CPP)=1009.15
FL(SW 12"CPP)=1009.10
FL(E 15"CPP)=1009.08
**PER OLD PLANS**
EX 15" RCP FES
FL=1010.60
D
EX STORM MH
RIM=1012.80
FL(W 15"CPP)=1007.80
FL(S 30"RCP)=1007.80
FL(E 30"RCP)=1007.50
EX INTAKE
RIM=1012.94
FL(S 30"RCP)=1008.04
FL(N 30"RCP)=1008.02
EX INTAKE
RIM=1013.58
FL(S 30"RCP)=1008.58
FL(N 30"RCP)=1008.56
ICV
EX INTAKE
RIM=1013.94
FL(S 15"CPP)=1009.14
FL(W 30"CPP)=1009.09
FL(N 30"CPP)=1008.84
EX INTAKE
RIM=1014.62
FL(W 15"CPP)=1010.28
FL(E 12"CPP)=1010.28
FL(N 15"CPP)=1010.11
ICV
ICVICV
ICVICVICV
ICV
ICV
ICV
EP
EP
EP
EP
ICV
CP #9201
CP #9202
CP #9203
X X
X
X
X
X
X
X
X
X
X
X
X
U/E
U/E
U/E
U/E
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
XXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXXXXXXX
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/
E
U/
E
U/E
U/
E
U/
E
U/
E
U/
E
U/E
U/
E
U/
E
U/E
U/E
U/E
U/
E
U/
E
U/E
U/E
U/E
U/E
U/E U/E
U/E
10
1
0
10
1
1
10
1
2
10
1
3
100
9
101
4
1015
1014
1013
1012
1011
1010
1009
1014
101
3
101
4
101
4
10
1
5
1015
10
1
6
101
6
1017
1015
101610171018
1019
10
1
9
1018
1017
101
8
101
8
10
1
7
101
6
10
1
5
10
1
5
101
5
101
6
10
1
7
10
1
8
1018
10
1
7
10
1
6
10
1
5
101
4
101
4
1015
1014 1013
1012
1010
1014 1013
1012
1011
1013
1012
1014
1013
1012
1011
1014
101
6
101
5
101
6
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
1014
EX BUILDING
2741 SF
1016
10
1
6
10
1
6
101
6
1017
ST 15"
ST 15"
ST 15"
ST12"
ST
12"
ST
15
"
ST
15
"
10
1
4
1015
EX DUGOUT
311SF
EX
D
U
G
O
U
T
39
2
S
F
CANOPY
EX
D
U
G
O
U
T
47
1
S
F
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST
30
"
ST 30"
ST 30"
ST 30"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST12"
ST12"
ST12"
ST
12
"
ST
12
"
ST
12
"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
ST 30"
EX INTAKE
RIM=1014.45
FL(W 30"RCP)=1009.85
FL(E 30"RCP)=1009.83
LOT 1
X
X
ST
24"
ST
24"
ST18"
ST18"
ST18"
ST18"
2" SUBDRAIN LATERALS IN FIELD
NOT SHOWN OR LOCATED
8"X8" TEE
PER OLD PLAN
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST 12"
ST8"
ST8"ST8"
ST8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST8"
ST8"
ST
8"
ST
8"
ST
8"
ST
8"
ST 8"
ST 8"
ST 8"ST 8"ST 8"
ST
8"
ST
8"
ST
8"
ST
8"
ST
8"
ST8"
ST8"
ST8"
8" SLOTTED DRAIN
PER PLAN
8" SLOTTED DRAIN
PER PLAN
8" SLOTTED DRAIN
PER PLAN
8" SLOTTED DRAIN
PER PLAN
2" SUBDRAIN LATERALS IN FIELD
NOT SHOWN OR LOCATED
8" SLOTTED DRAIN
PER PLAN
8" SLOTTED DRAIN
PER PLAN
TOPSOIL NOTES:
1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.
2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)
AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".
3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.
4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT
IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY
LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND
FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4
PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL
REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
55
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GRADING LEGEND:
EXISTING CONTOUR
PROPOSED CONTOUR
FINISHED GROUND ELEVATION
TOP OF CURB ELEVATION
GUTTER ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
EDGE OF WALK ELEVATION
TOP OF STAIR ELEVATION
BOTTOM OF STAIR ELEVATION
NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED
GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.
150.50E/W
150.50B/W
150.50T/W
150.50G
150.50T/C
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150.50B/S
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P
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GRAPHIC SCALE
020 10 20 40
C-301
GRADING &
UTILITY PLAN
FLOOR SLAB
DOWNSPOUT CONNECTION DETAIL
SCALE NONE
1
C-301
EXTERIOR WALL
DOWNSPOUT (REF ARCH)
INSTALL CAP ON STORM SEWER PIPE &
EXTEND DOWNSPOUT INTO CAP COVER.
DO NOT GROUT CAP WATER TIGHT
INSTALL BENDS AS NEEDED
TO AVOID FOUNDATION
PROPOSED GROUND
6" N-12 PIPE
6" 90° BEND
FOUNDATION WALL
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
METAL WALL
PANEL
PREFIN
METAL
FASCIA
FACEBRICK
HM DOOR &
FRAME, PNT,
TYP
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
METAL WALL
PANEL
PREFIN
METAL
FASCIA
FACEBRICK
1'-0"
7/8"
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
METAL
WALL
PANEL
PREFIN
METAL
FASCIA
FACEBRICK
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
METAL
WALL
PANEL
PREFIN
METAL
FASCIA
FACEBRICK
HM DOOR &
FRAME,
PNT, TYP
frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT
TRAILRIDGE BB/ SB STORAGE
WAUKEE, IOWA
1/4" = 1'-0"AD-101
2 EAST
1/4" = 1'-0"AD-101
1 NORTH ELEVATION
1/4" = 1'-0"AD-101
3 SOUTH
1/4" = 1'-0"AD-101
4 WEST
MATERIAL BREAKDOWN:
68.7% BRICK
19.7% METAL WALL PANEL
11.6% DOORS (INC.
OVERHEAD)