HomeMy WebLinkAbout2018-06-04-J05 Crescent Ridge Mini Storage_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: June 4, 2018
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Crescent
Ridge Mini Storage (600 Interstate Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Crescent Ridge Mini Storage, requests approval of a site
plan to allow for the construction of nine self-storage buildings, located at 600
Interstate Parkway, in order to add on to the existing self-storage site that is
out there today. Overall, the site will consist of 18 total self-storage buildings
with the approval of this site plan. The proposed buildings range in size
mostly between 4,000 and 6,000 square feet, with a couple buildings around
1,000 square feet.
The applicant has provided elevations for the proposed buildings on the site,
which meets the intent of the architectural guidelines within the Site
Development and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the May 22, 2018 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Crescent Ridge Mini Storage (600 Interstate Parkway)
City Planner, Melissa DeBoer, introduced the request of approval for a Site Plan made by the applicant
MII-Crescent Ridge, LLC. The subject property is generally located west of Ute Avenue, and south of
Interstate Parkway, containing approximately 7.24 acres. The project involves the construction of nine
self-storage buildings, to be in addition to the pre-existing nine buildings for a total of 18 self- storage
buildings. The developer intends to leave the majority of the existing space that is currently in use, in
the same state as it stands currently with only a change to the access point on the south side of the
property. The buildings are proposed to range in size between 4,000 and 6,000 square feet with two
smaller 1000 square foot buildings. The site includes an outdoor storage area between Buildings A, B
and C, which will be screened from all property lines.
Mrs. DeBoer advised that there is one new driveway proposed to provide access to the site off of
Interstate Parkway. The Fire Department has reviewed circulation through the site and has no
concerns. Utilities have been extended to the site, and all landscaping and open space requirements
have been met.
At this time Staff recommends approval of the site plan for Crescent Ridge Mini Storage subje ct to
remaining staff comments.
J5
Commissioner Streit questioned if the access will be controlled. Representative of the
applicant, Monte Applegate of Snyder and Associates, advised that all entrances are gated and
the southeast corner with be a slide gate per the request of the Fire Department.
Commissioner Broderick questioned about the screening of the outdoor storage. Mrs. DeBoer
advised that it would be constructed between two buildings and provides screening against
Interstate Parkway.
Commissioner Streit made a motion to approve the site plan for Crescent Ridge Mini Storage (600
Interstate Parkway). Commissioner Martin seconded the motion. Ayes: Ward, Sandie, Streit,
Broderick, Hoifeldt, and Martin. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All comments have been addressed. Staff recommends
approval.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 18-
APPROVING THE SITE PLAN FOR CRESCENT RIDGE MINI STORAGE (600
INTERSTATE 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 Crescent Ridge Mini Storage, subject to remaining staff comments on May 22,
2018; AND,
WHEREAS, the Site Plan for Crescent Ridge Mini Storage is in general conformance with §304
– Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Crescent Ridge Mini Storage is in general conformance with
§301.27(A) – 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 4th day of June, 2018 that the Site Plan for Crescent Ridge Mini Storage is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Crescent Ridge Mini Storage PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: May 18, 2018
MEETING DATE: May 22, 2018
GENERAL INFORMATION
Applicant / Owner: MII-Crescent Ridge, LLC
Engineer: Monte Appelgate, PLA, Snyder & Associates
Request: The applicant is requesting approval of a site plan
for a self-storage development.
Location and Size: Property is generally located west of Ute Ave, south
of Interstate Parkway, containing approximately
7.24 acres.
Property Address: 600 Interstate Parkway
AREA MAP
ABOVE: Aerial of subject property (outlined in YELLOW) in relation to the surrounding area. (The portion of the subject site shown in white is existing)
May 18, 2018
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant / Existing Self Storage Business Campus M-1 (Light Industrial District)
North Undeveloped (Future RJ
Lawn Service Site)
Business Campus M-1 (Light Industrial District)
South Prairie Grass Apartments Neighborhood Residential R-3 (Multi-Family
Residential District)
East MidAmerican Energy
Substation / OneNeck Data
Center
Neighborhood Residential C-1 (Community & High
Way Service Commercial
District) & C-4 (Office Park
Commercial District)
West Single Family Residential Neighborhood Residential R-2 (One & Two Family
Residential District)
HISTORY
The subject property was annexed into the City of Waukee in 2017 and was recently rezoned at the beginning
of 2018. A mini storage business currently operates on the south portion of the site and was developed when
the property was under the zoning jurisdiction of Dallas County. The applicant has purchased the property
with the intent to continue the existing use and expand the use to the adjoining lot to the north within I-80
West Industrial Park, addressed 600 Interstate Parkway.
PROJECT DESCRIPTION
The project involves the construction of nine (9) self-storage buildings. The overall site already includes a total
of nine (9) existing self-storage buildings. The overall site will be made up of a total of 18 self-storage buildings
with the approval of this site plan. The developer intends to leave the majority of the existing space that is
currently in use in the same state as it stands today, with some exceptions to the access point on the south
side of the property.
The majority of the proposed self-storage buildings range in size between 4,000 and 6,000 square feet, with
two smaller buildings that are proposed to be around 1,000 square feet in area. The site includes an outdoor
storage area located between Buildings A, B and C, which will be screened from all property lines with an
opaque, 8’-tall, cedar fence.
ACCESS AND PARKING
One new driveway is proposed to provide access to this site off of Interstate Parkway. Three existing accesses
will remain along the south side of the property, off of the gravel road, with improvements being made to the
existing driveway located at the southeast corner. The Fire Department has reviewed circulation through this
site and has no concerns.
The parking ordinance requires 1 parking space per 20,000 square feet gross floor area for storage and 3
spaces per 1000 square feet of office area. The total amount required per the Ordinance is 5 parking spaces.
The site plan identifies a total of 5 parking spaces to be provided on the east side of Building A.
SIDEWALKS/TRAILS
A 5 foot wide sidewalk will be constructed along Interstate Parkway as part of the site improvements.
May 18, 2018
3 of 3
UTILITIES
All utilities have been extended to the site with the infrastructure improvements associated with I-80 West
Industrial Park Plat 1. Storm water detention will be accommodated through detention ponds located on the
site.
LANDSCAPING & OPEN SPACE
The site plan identifies landscaped areas along the north and east property lines. The east property line
includes a 40’ landscape buffer with 25’ of the easement being located on the subject property and 15’ of the
landscape buffer easement located on the adjacent property to the east. Several plantings are proposed
around the detention basin. Existing plantings on the existing storage site are to remain. A minimum of 15%
open space is required and the plan set identifies approximately 35% open space.
ELEVATIONS
Colored elevations of the proposed storage buildings have been provided for review. Proposed materials
include concrete masonry units and metal paneling.
Material samples will be available at the Planning and Zoning Commission meeting.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Crescent Ridge Mini Storage subject to remaining staff
comments.
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:5005/14/201810:55:11 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP01_1170982_TSH.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSINDEX OF SHEETS
VICINITY MAP
NOT TO SCALE
PROJECT LOCATION
OWNER/DEVELOPER
ENGINEER
CRESCENT RIDGE MINI STORAGE
1 1500'UTE AVEI-80
TITLE SHEETSHEETS 1-6,8
Date
IOWALICENSEDPROFESSIO
N
A
LEN
GI
NEERLicense Number
Pages or sheets covered by this seal:
My License Renewal Date is December 31, 2019
18954
18954
CANNON
ERIC D.Eric D. Cannon, P.E.
under the laws of the State of Iowa.
licensed Professional Engineer
supervision and that I am a duly
by me or under my direct personal
engineering document was prepared
I hereby certify that this
STATE OF
IO
WA
PROFESSIO
N
ALLANDSCAPE AR CHITECTDate
License Number
Pages or sheets covered by this seal:
342
NO.
ARCHITECT
LANDSCAPE
under the laws of the State of Iowa.
Professional Landscape Architect
charge. I am a duly licensed
direct supervision and responsible
below was prepared by me or under my
this technical submission described
I hereby certify that the portion of
June 30, 2018
License Expires:
342
APPELGATE
MONTE A.
Monte A. Appelgate, ASLA
SHEET 7
PHONE: (515) 964-2020
MONTE APPELGATE, PLA (PROJECT MANAGER)CONTACT:
ANKENY, IA 50023
2727 SW SNYDER BLVD
SNYDER & ASSOCIATES
PH: (402) 334-2123
CONTACT: GEOFF MCGREGOR
OMAHA NE 68164
11750 STONEGATE CIRCLE
MII-CRESCENT RIDGE, LLC
DETAILS
PLANTING PLAN
EROSION AND SEDIMENT CONTROL PLAN
GRADING PLAN
UTILITY PLAN
DIMENSION PLAN
PROJECT INFORMATION
TITLE SHEET
8.
7.
6.
5.
4.
3.
2.
1.
CITY OF WAUKEE, DALLAS COUNTY, IOWA
600 INTERSTATE PARKWAY
SITE PLANS FOR
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:15/14/201810:55:19 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP02_1170982_NTS.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSZONING
PROPERTY DESCRIPTION
BUILDING DESCRIPTION
PARKING REQUIREMENTS:
GENERAL NOTES
LOT INFORMATION
PROJECT SCHEDULE
OPEN SPACE / IMPERVIOUS AREAS
LEASED SELF STORAGE
PROPERTY ADDRESS
93
93.0
93
C
OC
FO
E
OE
4" G
4" HPG
8" W
8" S
12" ST12" ST
G
G
AST
UST
Features Existing Proposed
G
EB
W
LEGEND
8" W(*)
8" S(*)
4" G(*)
4" HPG(*)
C(*)
OC(*)
FO(*)
E(*)
OE(*)
DUCT(*)
93.0
UTILITY WARNING
1
UTILITY QUALITY SERVICE LEVELS
Soil Boring
Mailbox
Satellite Dish
Sign
Above Ground Storage Tank
Underground Storage Tank
Fence Post or Guard Post
Gas Apparatus
Gas Manhole
Gas Valve
Fiber Optic Handhole
Fiber Optic Manhole
Communication Handhole
Communication Manhole
Communication Pedestal
Traffic Sign
Electric Transformer
Electric Box
Yard Light
Street Light
Utility Pole with Transformer
Utility Pole with Light
Guy Anchor
Utility Pole
Well
Water Service Valve
Water Main Valve
Fire Hydrant on Building
Fire Hydrant
Double Storm Sewer Intake
Single Storm Sewer Intake
Storm Manhole
Storm Sewer with Size
Sanitary Manhole
(*) Denotes the survey quality service level for utilities
Test Hole Location for SUE w/ID
Duct Bank
Sanitary Sewer with Size
Water Main with Size
High Pressure Gas Main with Size
Gas Main with Size
Overhead Electric
Underground Electric
Fiber Optic
Overhead Communication
Communication
Coniferous Tree \ Shrub
Deciduous Tree \ Shrub
Tree Stump
Tree Line
Fence (Silt)
Fence (Wood)
Fence (Chain Link)
Fence (Barbed, Field, Hog)
Contour Elevation
Spot Elevation
BENCHMARKS
IARTN DERIVED - US SURVEY FEET
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
CONTROL POINTS
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
IOWA REGIONAL COORDINATE SYSTEM ZONE 8 (AMES-DES MOINES)
CP4
CP3
CP2
CP1
BM2
BM1
INTERSTATE PARKWAY, NORTH OF SITE.
NORTHEAST BURY BOLT ON HYDRANT ON THE NORTH SIDE OF
ELEV=987.44
INTERSTATE PARKWAY, NORTHWEST CORNER OF SITE.
SOUTHEAST BURY BOLT ON HYDRANT ON THE SOUTH SIDE OF
ELEV=978.86
NORTHWEST CORNER OF SITE.
CUT "X" IN CURB ON THE SOUTH SIDE OF INTERSTATE PARKWAY,
N=7477515.83 E=18454156.36
OF INTERSTATE PARKWAY, NORTH SIDE OF SITE.
CUT "X"AT SOUTHEAST CORNER OF INTAKE ON THE NORTH SIDE
N=7477327.43 E=18454475.80
OF INTERSTATE PARKWAY, NORTHEAST CORNER OF SITE.
CUT "X" AT SOUTHWEST CORNER OF INTAKE ON THE SOUTH SIDE
N=7477129.44 E=18454682.09
NORTHEAST CORNER OF BUILDING B12, CENTER OF SITE.
CUT "X" AT THE NORTHEAST CORNER OF DOCK AREA AT THE
N=7476986.06 E=18454333.50
UTILITY CONTACT INFORMATION
SYSTEM, TICKET NUMBER 551705197.
RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS
2 PROJECT INFORMATION250'ZONING: M-1 LIGHT INDUSTRIAL DISTRICT.
= 200,174 SF (63.50%)IMPERVIOUS AREA
= 115,170 SF (36.50%)PROVIDED OPEN SPACE
= 63,069 SF (20%)REQUIRED OPEN SPACE
IN THE CITY OF WAUKEE.
LOT 2, I-80 WEST INDUSTRIAL PARK PLAT 1 BEING AN OFFICIAL PLAT
TYPE II-BCONSTRUCTION TYPE
B ( OFFICE AREA - INCIDENTAL ACCESSORY USE)
S-1 (STORAGE)OCCUPANCY
= 500 SFTOTAL OFFICE SPACE
= 40,190 SFTOTAL SELF STORAGE BUILDINGS
TOTAL SPACES PROVIDED 5 (INCL. I HC)
PROVIDED 500 SF/1000 X 3 = 2 SPACES
OFFICE 3/1000 SF GFA
PROVIDED 40,190 SF/20000 = 2 SPACES
SELF STORAGE 1/20000 SF GFA
GENERAL USE
TOTAL ACRES: 7.24 AC
BEGINNING.
83°32'40" WEST, A DISTANCE OF 822.09 FEET, TO THE POINT OF
SOUTH 01°17'07" WEST, A DISTANCE OF 49.80 FEET; THENCE SOUTH
THENCE NORTH 83°36'23" EAST, A DISTANCE OF 296.33 FEET; THENCE
FEET; THENCE SOUTH 08°04'49" EAST, A DISTANCE OF 228.00 FEET;
OF 382.71 FEET; THENCE SOUTH 84°31'35" EAST, A DISTANCE OF 500.19
THE POINT OF BEGINNING; THENCE NORTH 00°58'55" WEST, A DISTANCE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER (NW1/4 NW1/4), TO
DISTANCE OF 405.86 FEET, ALONG THE SOUTH LINE OF SAID
(NW1/4 NW1/4) OF SAID SECTION 17: THENCE NORTH 83°32'40" EAST, A
CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
TRACT B: COMMENCING AT A POINT OF REFERENCE AT THE SOUTHWEST
POINT OF BEGINNING, SUBJECT TO COUNTY ROAD RIGHT OF WAY.
THENCE SOUTH 83°32'40" WEST, A DISTANCE OF 90.00 FEET, TO THE
FEET; THENCE SOUTH 01°17'07" EAST, A DISTANCE OF 49.70 FEET;
OF 49.80 FEET; THENCE NORTH 83°36'23" EAST, A DISTANCE OF 90.00
THE POINT OF BEGINNING; THENCE NORTH 01°17'07" EAST, A DISTANCE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER (NW1/4 NW1/4), TO
DISTANCE OF 1,227.95 FEET, ALONG THE SOUTH LINE OF SAID
(NW1/4 NW1/4) OF SAID SECTION 17; THENCE NORTH 83°32'40" EAST, A
CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
TRACT A: COMMENCING AS A POINT OF REFERENCE AT THE SOUTHWEST
DALLAS COUNTY, IOWA AND BEING MORE PARTICULARY DESCRIBED AS:
JANUARY 12, 2018 IN BOOK 2018, PAGE 669 OF THE RECORDS OF
COUNTY, IOWA, AS CORRECTED BY THE AFFIDAVIT OF CORRECTION FILED
2000 IN BOOK 2000, PAGE 12483, OF THE RECORDS OF DALLAS
COUNTY, IOWA, AS DESCRIBED IN PLAT OF SURVEY FILED DECEMBER 1,
TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., DALLAS
QUARTER OF THE NORTHWEST QUARTER (NW1/4 NW1/4) OF SECTION 17,
TRACT A AND B OF LOT 2 OF AUDITOR'S PLAT OF THE NORTHWEST
WAUKEE, DALLAS COUNTY, IOWA 50263
600 INTERSTATE PARKWAY
NUMBER OF EMPLOYEES= 1 FULL TIME EMPLOYEE
MAX BUILDING HEIGHT: 3 STORIES
30' REAR YARD:
OR 'C-1' DISTRICT.
NONE OR 25' IF ADJACENT TO 'R' SIDE YARD:
30' FRONT YARD:
SETBACKS:
315,344 SF (7.24 AC)LOT AREA:
FALL 2019COMPLETE CONSTRUCTION:
SPRING 2018START CONSTRUCTION:
THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A.
NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN
THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN
AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION
AND OTHER CHARACTERISTICS.
EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL,
UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY
IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND QUALITY LEVEL (A)
APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND
INFORMATION IS OBTAINED THROUGH THE APPLICATION OF QUALITY LEVEL (B)
CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION.
ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN
INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE QUALITY LEVEL (C)
ORAL RECOLLECTIONS.
INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR QUALITY LEVEL (D)
ASCE 38-02 STANDARD.
TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI /
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY
peter.wonders@dot.iowa.gov
515-834-2368
PETE WONDERS
IOWA DOT
pmay@mediacomcc.com
515-246-2252
PAUL MAY
MEDIACOM COMMUNICATIONS
thomas.sturmer@centurylink.com
720-578-8090
TOM STURMER
CENTURYLINK
MECDSMDesignLocates@midamerican.com
515-252-6632
CRAIG RANFELD
MIDAMERICAN ENERGY
troyer@waukee.org
515-978-7920
TIM ROYER
CITY OF WAUKEE
NO RESPONSE
OVERHEAD ONLY?
C1-COMMUNICATION
OE1-OVERHEAD ELECTRIC
E1-ELECTRIC
W1-WATER
S-SANITARY SEWER
G1-GAS
BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY.
EXTEND TO WITHIN 100 FEET OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE
THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL
DD. APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDINGS COMMENCES.
CC. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DETENTION BASIN.
OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS.
BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY
CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM
PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING.
Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR
INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS.
FOR DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE
Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES
SHALL BE SEALED.
BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT
W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE.
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL
APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED
WAUKEE DEVELOPMENT SERVICES PRIOR TO CONSTRUCTION.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF
FACILITIES.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN
CONSTRUCTION ACTIVITIES BEGINNING.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO
TO THE STORM SEWER IS AT LEAST TEN FEET.
GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATER MAIN
SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER
UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH
COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.
CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS
UNLESS OTHERWISE NOTED.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER),
TO FINISH GRADES TO CONFORM TO SUDAS SPECIFICATIONS SECTION 2010.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH
PROJECT TO AN APPROVED OFF-SITE WASTE SITE.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE
REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO
SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF
CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD
I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF
THE AS-BUILT DOCUMENTS.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON
GOVERN.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL
95% MAXIMUM DENSITY.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO
OR HOLIDAY WORK.
NOTIFY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO
SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE.
SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR
TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS
D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.
PUBLIC IMPROVEMENTS, 2018 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS REPORTS PREPARED BY OTHERS.
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE WAUKEE STANDARD SPECIFICATIONS FOR
AT THE CONTRACTOR'S EXPENSE.
TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS
OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES
NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH
A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS
40' Landscape Buffer
Revised in Bk.528 Pg.469)
(Bk 500 Pg.368 &
Easement
40' Ingress/Egress
in Bk.528 Pg.469)
(Bk 500 Pg.368 & Revised
Easement
35' Ingress/Egress 5.0'RTYP
TYP BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:405/14/201810:55:20 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP03_1170982_DIM.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSOMCEBOConcreteConc
Conc
Asphalt
Asphalt
Asphalt
Asphalt
Concrete DeckGravelGravelBuilding
BuildingBuilding
Building
Building
BuildingBuilding
Building
Building
Inv=964.98 8" Truss W&SERim=975.44F.L.=972.41 15" RCP NW&SERim=977.14F.L.=977.87 15" RCP SWIntake=981.92F.L.=981.78 15" RCP NW&SERim=986.33F.L.=989.28 15" RCP SIntake=992.98Inv=983.25 8" Truss W&NERim=994.40F.L.=984.31 15" RCP N&E&WRim=990.83Inv=978.93 8" Truss E&NWRim=990.08Inv=966.94 8" Truss NW&SERim=977.64F.L.=968.30 36" RCP NE&SRim=976.02Inv=954.14 8" Truss W&SRim=964.20Inv=955.19 8" Truss NRim=964.19F.L.=984.93 6" PVC WIntake=986.67F.L.=985.10 6" PVC WIntake=987.07F.L.=985.90 6" PVC NIntake=987.18F.L.=985.65 8" PVC WIntake=987.14F.L.=976.47 6" PVC NWBottom of Well=975.60Intake=978.1018" CMP NF.L.=982.4018" CMP SF.L.=983.57Gravel36" RCP NF.E.S.=968.07F.L.=988.29 15" RCP NF.L.=988.25 15" RCP WIntake=992.94Rim=993.64F.L.=968.99 36" RCP NNE&SSWDouble Intake=974.0736" RCP36" RCP36" RCP36" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP15" RCP15" RCPF.L.=969.61 15" RCP SEF.L.=968.74 36" RCP NNEF.L.=968.65 36" RCP SWDouble Intake=974.14Rim=974.8924" CPP NF.E.S.=961.08Water Blowoff24" CPP18" CMPBuildingBuilding6" PVC SEF.L.=982.36AsphaltF.L.=962.26 24" CPP SRim of Overflow Structure=967.27F.L.=977.78 15" RCP NEF.L.=977.66 15" RCP NW&SEIntake=981.98Rim=982.6995
30'192'
144'40'120'50'108'40'20'120'50'50'80'
100'25'20'150'
(6,000 SF)
BUILDING A
PROPOSED(4,320 SF)BUILDING BPROPOSED(5,760 SF)
BUILDING C
PROPOSED
(5,760 SF)
PROPOSED BUILDING D(5,900 SF)BUILDING EPROPOSED(1,100 SF)BUILDING GPROPOSED
(5,300 SF)BUILDING HPROPOSED
(5,300 SF)BUILDING IPROPOSED
23
(1,250 SF)BUILDING FPROPOSED140'1010 25'20'
W "6
W "6W "6W "6
W "2W "620'20'10'10'10'50'
20'
20'
10'T
INTERSTATE PARKWAY 85.86'MC1C2 129.59'M
129.59'P 287.81'M 287.81'P 228.00'M 228.00'P
85.86'P 382.71'M 382.71'R 912.09'M 912.09'R(BK 2000, PG 12483)PLAT OF SURVEYTract BI-80 Industrial Park Plat 1West Line, Lot 1S08°04'49"E 228.00'R
N84°09'46"W 500.05'MN84°23'12"W 500.05'P & 500.00'PS84°31'35"E 500.19'R 130.00'P(Bk 2017, Pg 23193)I-80 West Industrial Park Plat 1Lot 2 822.09'M 822.09'R4" PCC SIDEWALK
3 340'0 40
FEET
6" PCC PAVEMENT
30' Building Setback
25' Building Setback
25' Building Setback 30' Building Setback12.0'
20.5'
25.0'30.0'
20.0'10.0'30.0'25.0'
23.8'24.8'25.0'18.0'
10.0'25.0'
15
.0
'R 27.0'R
21.5'
22.5'
3 5 .0 '
32.0'
4.0'R27.5'15.0'18.0'
24.0'
10.0'
5.0'R
2
5.
0'R25.0'R
10.0'20.0'12.0'18.0'
25.0'R
3.
0'R5.0'R3.0'R 15.0'R3.0'R3.0'R25.0'R 10.0'R15.0'
R 1
5.
0'R27.0'R2
7.
0'R5.0'R21.4'22.9'
3E
6D
3A
6D
3D
3A
3A
3D
6D
4C
4A
3A
3D
6A
3H
5A
3D
6B
3F
3E 3D
6B
4B
4C
3D
3F
3D
2A
1A
1B
4A
3A
3A
3A
3H
4A3D
3A
3A
3A
1A
1B
1B
1C
1C
1C
1C
1C
1C
1C
1C
1C
3I
3I
9
9
9
9
9
9
9
3I
9
9
3C
2D
1D
1D
1D
3I
3I
3I
2C
1A
2B 2B
3I
30.0'20.0'
1B
1A
DIMENSION PLANDIMENSION PLAN CONSTRUCTION NOTES
6F
6D
6E
6E
6E
6E
29.2'
3J
2.0'R2C
30'
40'10'20'40'20'40'20'3I
3K
3B
3B
6"3' MIN.
6"6"
FOR PAVEMENT
CONCRETE AS SPECIFIED
EXCEPT SUBGRADE DEPTH 6"
SPECIFIED FOR PAVEMENT
COMPACTED SUBGRADE AS REBAR @ 12" O.C.
#4 EPOXY COATED 8"NO SCALE
CITY OF WAUKEE CONCRETE FLUME DETAIL STD.DWG.NO.31
3
1(To Be Vacated)5' Ingress/Egress Easement Vacation(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage Easement(4434 SF)BuildingExisting
(3599 SF)Building Existing
(2780 SF)Building Existing
(3435 SF)BuildingExisting(3835 SF)BuildingExisting
(2885 SF)BuildingExisting
(2737 SF)BuildingExisting(3248 SF)BuildingExisting
(5438 SF)BuildingExisting
25'50'40'10'30'Around Hydrant
Maintain 5' Clearance
6H
DIRECTION OF TRAFFIC FLOWBk. 2017 Pg23197)(Bk. 2017 Pg.23193, Sewer Easement15, 16. 20' Sanitary(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage Easement(Bk. 2017, Pg.23193, Bk. 2017 Pg.23200Sewer Easement15, 18. 20' Storm(Bk. 2017 Pg.23193, Bk. 2017 Pg23197)Sewer Easement15, 16. 20' Sanitary(Bk. 2017, Pg.23193, Bk. 2017 Pg.23200Sewer Easement15, 18. 20' Storm(Bk.2017 Pg.23193, Bk.2017 Pg.23199)15, 17. 10' Public Utility Easement1B
3I
6C
6B
4A TYP.
6H
6G
6H
6G30'6D
6C
6B
6B
6H
1A
8. OUTDOOR STORAGE AREA.
CONSTRUCTION INFORMATION.
7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED BUILDING
APPROVED BY WAUKEE FIRE DEPARTMENT.
ELECTRONIC GATES AND KNOX PADLOCK ON ALL MANUAL GATES AS
H. KNOX BOX LOCATION, SWITCH/BOX SHALL BE PROVIDED AT ALL
G. GATE MOUNTED SIGNAGE "EMERGENCY USE ONLY".
F. BOLLARD. SEE DETAIL.
ARCHITECTURAL DRAWINGS FOR DETAILS.
E. PROVIDE 8' HEIGHT CHAIN LINK FENCE W/ LOCKABLE SWING GATE. SEE
DRAWINGS FOR DETAILS.
D. PROVIDE 8' HEIGHT CEDAR PICKET STYLE FENCE. SEE ARCHITECTURAL
DRAWINGS FOR DETAILS.
C. 8' HEIGHT, 16' LENGTH STEEL CANTILEVER GATE. SEE ARCHITECTURAL
B. ENTRY KEY PAD. SEE GATE DRAWINGS FOR DETAIL.
A. TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS FOR DETAILS.
6. SITE AMENITIES, PROVIDE THE FOLLOWING:
(BUILDING MOUNTED).
A. PROVIDE SIGN WITH ACCESSIBLE SYMBOL AS PER "ADAAG" STANDARDS
5. ACCESSIBLE PARKING SIGNAGE:
C. 45° STRIPPING AT 3' ON CENTER SPACING WHERE SHOWN.
B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL.
A. 4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER OWNER.
4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING:
K. 5" PCC CUNETTE. SEE DETAIL.
CONSTRUCTION.
DETAILS WITH UTILITY PROVIDER AND ELECTRICAL PLAN PRIOR TO
J. PCC TRANSFORMER PAD. COORDINATE SIZE, LOCATION AND CONSTRUCTION
I. NO CURB
H. 4" PCC SIDEWALK, 5' WIDTH PER CITY OF WAUKEE STANDARDS.
G. TAPER CURB.
WARNING PANELS WHERE SHOWN.
F. PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33% AND DETECTABLE
E. PCC INTEGRAL CURB, SEE DETAIL.
D. STANDARD CURB, SEE DETAIL.
C. CONNECT TO EXISTING PAVEMENTS WITH SUDAS TYPE "A" CONNECTION.
COMPACTED TO 95% STANDARD PROCTOR DENSITY.
B. 4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE
COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX).
A. 6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE
3. PAVEMENTS, PROVIDE THE FOLLOWING:
REMOVE AND DISPOSE OF EXISTING PAVEMENT.E.
REMOVE EXISTING TREES AS NECESSARY.D.
REMOVE EXISTING WALL TO LIMITS SHOWN.C.
REMOVE AND DISPOSE OF EXISTING GRAVEL SURFACES.B.
A. GRIND CURB AT DRIVEWAY CONNECTION LOCATIONS.
2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING ITEMS:
D. EXISTING TREES
EXISTING BUILDINGC.
GRADE IS CONSIDERED INCIDENTAL TO THE PROJECT.
CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH
ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO
B. EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR
A. EXISTING PAVEMENTS TO REMAIN.
WITHOUT ADDITIONAL COMPENSATION.
BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS
MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL
1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR
8
24.9'25.0'R9.0'
8 17.9'20.9'30.0'R17.0'
5.0'R 5.0'R
40' Landscape Buffer
Revised in Bk.528 Pg.469)
(Bk 500 Pg.368 &
Easement
40' Ingress/Egress
in Bk.528 Pg.469)
(Bk 500 Pg.368 & Revised
Easement
35' Ingress/Egress
Inv=982.36
PVC
Connect to Existing 6"
PVC @ 1.0%
44LF of 6"
Inv=981.92
Inv=965.64
Footing
FES w/
ST-3A 12"
Inv=972.00
Rim=975.00
Basin w/ Domed Grate
ST-1 12" Nyloplast Drain
HDPE @ 0.5%
17 LF of 12"
RAP
CLASS D RIP
10 TONS
RAP
CLASS D RIP
200 TONS HDPE @ 0.5%72 LF of 12" Inv=974.00
Rim=977.25
Basin w/ Flat Grate
ST-2 18" Nyloplast Drain
Inv=963.22
w/ Footing
ST-2A 12" FES
RAP
CLASS D RIP
10 TONS
Inv=966.00
3-7/16" Orifice Plate
Footing, Apron Guard and
ST-3 12" FES w/ BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:405/14/201810:55:21 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP04_1170982_UTL.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSOMCEBOConcreteConc
Conc
Asphalt
Asphalt
Asphalt
Asphalt
Concrete DeckGravelGravelBuilding
BuildingBuilding
Building
Building
BuildingBuilding
Building
Building
Inv=964.98 8" Truss W&SERim=975.44F.L.=972.41 15" RCP NW&SERim=977.14F.L.=977.87 15" RCP SWIntake=981.92F.L.=981.78 15" RCP NW&SERim=986.33F.L.=989.28 15" RCP SIntake=992.98Inv=983.25 8" Truss W&NERim=994.40F.L.=984.31 15" RCP N&E&WRim=990.83Inv=978.93 8" Truss E&NWRim=990.08Inv=966.94 8" Truss NW&SERim=977.64F.L.=968.30 36" RCP NE&SRim=976.02Inv=954.14 8" Truss W&SRim=964.20Inv=955.19 8" Truss NRim=964.19F.L.=984.93 6" PVC WIntake=986.67F.L.=985.10 6" PVC WIntake=987.07F.L.=985.90 6" PVC NIntake=987.18F.L.=985.65 8" PVC WIntake=987.14F.L.=976.47 6" PVC NWBottom of Well=975.60Intake=978.1018" CMP NF.L.=982.4018" CMP SF.L.=983.57Gravel36" RCP NF.E.S.=968.07F.L.=988.29 15" RCP NF.L.=988.25 15" RCP WIntake=992.94Rim=993.64F.L.=968.99 36" RCP NNE&SSWDouble Intake=974.0736" RCP36" RCP36" RCP36" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP15" RCP15" RCPF.L.=969.61 15" RCP SEF.L.=968.74 36" RCP NNEF.L.=968.65 36" RCP SWDouble Intake=974.14Rim=974.8924" CPP NF.E.S.=961.08Water Blowoff24" CPP18" CMPBuildingBuilding6" PVC SEF.L.=982.36AsphaltF.L.=962.26 24" CPP SRim of Overflow Structure=967.27F.L.=977.78 15" RCP NEF.L.=977.66 15" RCP NW&SEIntake=981.98Rim=982.6995
30'192'
144'40'120'50'108'40'20'120'50'50'80'
100'25'20'150'
(6,000 SF)
BUILDING A
PROPOSED(4,320 SF)BUILDING BPROPOSED(5,760 SF)
BUILDING C
PROPOSED
(5,760 SF)
PROPOSED BUILDING D(5,900 SF)BUILDING EPROPOSED(1,100 SF)BUILDING GPROPOSED
(5,300 SF)BUILDING HPROPOSED
(5,300 SF)BUILDING IPROPOSED
23
(1,250 SF)BUILDING FPROPOSED140'1010 25'20'
W "6
W "6W "6W "6
W "2W "620'20'10'10'10'50'
20'
20'
10'T
INTERSTATE PARKWAY 85.86'MC1C2 129.59'M
129.59'P 287.81'M 287.81'P 228.00'M 228.00'P
85.86'P 382.71'M 382.71'R 912.09'M 912.09'R(BK 2000, PG 12483)PLAT OF SURVEYTract BPROPERTIES LLCAPPLE TREE117 LAND COMPANY LLCI-80 Industrial Park Plat 1West Line, Lot 1DANA LYNNE TONELLIANGELO &S08°04'49"E 228.00'R
N84°09'46"W 500.05'MN84°23'12"W 500.05'P & 500.00'PS84°31'35"E 500.19'R 130.00'P(Bk 2017, Pg 23193)I-80 West Industrial Park Plat 1Lot 2 529.43'(To Be Vacated)5' Easement Vacation 822.09'M 822.09'R(Bk.2017 Pg.23193, Bk.2017 Pg.23199)15, 17. 10' Public Utility Easement4" PCC SIDEWALK
4 440'0 40
FEET
6" PCC PAVEMENT
30' Building Setback
25' Building Setback
25' Building Setback 30' Building SetbackEXISTING 150'R HYDRANT COVERAGEEXISTING 150'R HYDRANT COVERAGEEXISTING 150'R HYDRANT COVERAGE
UTILITY PLANUTILITY PLAN CONSTRUCTION NOTES
1A
1A
1A
1A
3D
1A
3D
1A
3B
3G
3H
3I
3E
3C
2B
2A
1A
2C
1A
3F
3G
3B
1A
5
2D
3F
3A
1A
INV=982.00
INV=982.00
3D
PROPOSED 150'R HYDRANT COVERAGEPROPOSED 150'R HYDRANT COVERAGENO SCALE
END VIEW 3'-6"VARIES TO MATCH
WIDTH OF END SECTION
FOOTING
CONCRETE
RESTRICTOR PLATE.
BOLT. WELD TO
WITH 5/8 " HOLE FOR 1/2"
3" x 3" x 3" x 1/4" ANGLE
1/2" BOLTS
HOLES FOR
DRILL 5/8"
FLARED END SECTION CIRCULAR RESTRICTOR PLATEPROPOSED 150' HYDRANT COVERAGEHYDRANT COVERAGEPROPOSED 150' 4
1Vacated)(To Be EasementFlowage Overland 15, 19. 15' TP=980.00(ST)
BP=982.11(WAT)
RESTRICTOR PLATE.
1/4" STAINLESS STEEL
6" MIN.
6" MIN.
4" MIN. SURFACERISER PIPE
TRENCH WALL
GRANULAR BEDDING
T BRANCH
(SIZE AS SPECIFIED)
STAKE TO WALL1'-0"MIN.1'-0"MIN.OF TRENCH
PLAN
INSTALL RISER PIPE TO BEAR
FIRMLY AGAINST UNDISTURBED
WALL OF TRENCH. STAKE RISER
PIPE IN PLACE PRIOR TO BACK-
FILLING TO PREVENT MOVEMENT
OF PIPE
NOTCH WALL OF TRENCH TO RECEIVE
PIPE WHERE POSSIBLE.
2.
1.
NOTES
SECTION
NO SCALE
SANITARY SEWER RISER
4
2
OF PIPE (TYP.)
STOPPER AT END Bk. 2017 Pg23197)(Bk. 2017 Pg.23193, Sewer Easement15, 16. 20' Sanitary(Bk. 2017 Pg.23193, Bk. 2017 Pg23197)Sewer Easement15, 16. 20' Sanitary(Bk. 2017, Pg.23193, Bk. 2017 Pg.23200Sewer Easement15, 18. 20' Storm(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage Easement(Bk. 2017, Pg.23193, Bk. 2017 Pg.23200Sewer Easement15, 18. 20' Storm(3248 SF)BuildingExisting
(4434 SF)BuildingExisting
(5438 SF)BuildingExisting
(2885 SF)BuildingExisting
(3599 SF)Building Existing
(3835 SF)BuildingExisting(2737 SF)BuildingExisting(2780 SF)Building Existing
(3435 SF)BuildingExistingTP=967.00(SAN)
BP=970.90(WAT)
SAN @ 1.0% MIN
40 LF OF 6"
6
10'50'40'25'10'50'40'25'
30'
40'
7B
DETAILS OF CONNECTION MADE SHALL BE PROVIDED TO THE ENGINEER FOR NOTATION.
SHALL BE REPAIRED AND ROUTED TO APPROPRIATE DRAINAGE AREA WHERE POSSIBLE.
9. ALL FIELD TILES AND EXISTING STORM SEWER ENCOUNTERED DURING CONSTRUCTION
WATER STOPS ON ALL FLARED END SECTIONS.
8. ANTI-SEEP COLLARS ON ALL STORM PIPE CULVERT OUTLETS FROM BASIN AND CLAY
CONSTRUCTION.
B. TRANSFORMER LOCATION. COORDINATE WITH MIDAMERICAN ENERGY PRIOR TO
ELECTRICAL PLAN FOR ADDITIONAL INFORMATION.
A. SITE LIGHTING AND LOCATIONS SHOWN FOR COORDINATION PURPOSES ONLY. SEE
7. SITE ELECTRICAL, PROVIDE THE FOLLOWING:
SERVICES WITH UTILITY SERVICE PROVIDERS PRIOR TO START OF CONSTRUCTION
6. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL AND COMMUNICATION/DATA
CLEARANCE BETWEEN UTILITIES.
5. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN MINIMUM 18"
4. BUILDING DOWNSPOUTS OUTLETS ON GRADE. SEE ARCHITECTURAL PLANS FOR DETAILS.
SEPARATION.
K. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18"
PRIOR TO CONSTRUCTION.
REQUIREMENTS W/ CITY OF WAUKEE AND VERIFY LOCATION, SIZE, AND ELEVATION
J. CONNECT TO EXISTING WATER LINE W/ TAPPING VALVE & SLEEVE. COORDINATE
I. 2" BUILDING WATER SERVICE LINE.
H. 6" X 6" TEE W/ 2" REDUCER.
G. 6" X 6" TEE.
F. REMOVE AND RELOCATE EXISTING HYDRANT.
E. 2" CURB STOP
D. HYDRANT ASSEMBLY
PLUMBING PLANS FOR ADDITIONAL INFORMATION.
C. BUILDING SERVICE CONNECTION. COORDINATE WITH ARCHITECT'S MECHANICAL AND
B. 6" WATER SERVICE LINE WITH FITTINGS AND BENDS AS NECESSARY.
CONSTRUCTION.
WITH CITY OF WAUKEE AND VERIFY LOCATION, SIZE, AND ELEVATION PRIOR TO
A. CONNECT TO EXISTING 6" WATER SERVICE AND VALVE. COORDINATE REQUIREMENTS
NOTED ON PLAN AND AS FOLLOWS:
3. WATER SERVICE 5.5' MINIMUM DEPTH. PROVIDE WATER PIPE AND STRUCTURES AS
LINE.
D. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING SANITARY SEWER SERVICE
INFORMATION WITH PLUMBING PLANS PRIOR TO CONSTRUCTION.
FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL VERIFY ALL FLOWLINE
C. BUILDING SERVICE CONNECTION. COORDINATE WITH ARCHITECT'S PLUMBING PLANS
B. 6" PVC SANITARY SERVICE AT MINIMUM 1.0%.
NECESSARY.
SANITARY SEWER MAIN AT MINIMUM 1.0%. CONTRACTOR TO USE 1:1 RISER AS
STANDARDS. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING
A. CONNECT TO EXISTING SANITARY SEWER MAIN AS PER CITY OF WAUKEE
NOTED ON PLAN AND AS FOLLOWS:
2. SANITARY SEWER SERVICE. PROVIDE SANITARY SEWER PIPE AND STRUCTURES AS
PROJECT.
OF UTILITY APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL TO THE
WITH THE OWNER AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. ADJUSTMENTS
A. EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR ADJUSTMENTS
CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE REPAIRED BY THE
1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION.
Inv=970.26
Footing
ST-1B 12" FES w/
Inv=970.35
Inv=970.45
Rim=976.00
Lid
Basin w/ Solid
Nyloplast Drain
ST-1A 15"
TP=972.52(ST)
BP=977.06(WAT)5
310 LF of 12" HDPE @ 0.5%
156 LF of 12" HDPE @ 0.5%
ST-3=3-7/16" Dia.
5
959960
961
962
962963
963963
964
9649 6 4
965965
965965966966
966966967
967967967
967968
968 968968
968968969969
969
969
969969969969970970
970
970
970
970970970970970970970971
971
971
971
9 7 1
971971
9719
7
1
972972972
972
972
972
972
972 972
972
972973973
973
973
973
973
973 973973
9
7
3
974974
974
974
974
974 974974 974974975975
975
975
975
975
9
7
5
9759
7
5
975
975
975 975975975976
9
7
6 976
976
9
7
6 976976
976
9
7
6
9
7
7
977
977 9779
7
7
977 977977977977978
978
978 9789
7
8
978 978978
978
978979
979979 979979
979979 979
979
979979980
980980980 9809
809
8
0 980980981981981981981
981981981982982982
9
8
2
982 982982983983 983983 983983984984 9849
8
4 984984984984985985 985
985985
985985985985985985986
986
986986 986986986986987
987
987987987987987988 988988988988
988988988
988988988
988
989 989 989989 989990990
990 990990990991
9
9
1
991 991991991992
992
992 992993
9
9
3
993 993993994994 994994995
995995995
996
100-YR ELEVATION = 968.43
= 975.44
ELEVATION
100-YR
= 977.75
ELEVATION
100-YR 100-YR ELEVATI
ON = 976.0412" ST6" ST BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:405/14/201810:55:23 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP05_1170982_GRD.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSOMCEBOConcreteConc
Conc
Asphalt
Asphalt
Asphalt
Asphalt
Concrete DeckGravelGravelBuilding
BuildingBuilding
Building
Building
BuildingBuilding
Building
Building
Inv=964.98 8" Truss W&SERim=975.44F.L.=972.41 15" RCP NW&SERim=977.14F.L.=977.87 15" RCP SWIntake=981.92F.L.=981.78 15" RCP NW&SERim=986.33F.L.=989.28 15" RCP SIntake=992.98Inv=983.25 8" Truss W&NERim=994.40F.L.=984.31 15" RCP N&E&WRim=990.83Inv=978.93 8" Truss E&NWRim=990.08Inv=966.94 8" Truss NW&SERim=977.64F.L.=968.30 36" RCP NE&SRim=976.02Inv=954.14 8" Truss W&SRim=964.20Inv=955.19 8" Truss NRim=964.19F.L.=984.93 6" PVC WIntake=986.67F.L.=985.10 6" PVC WIntake=987.07F.L.=985.90 6" PVC NIntake=987.18F.L.=985.65 8" PVC WIntake=987.14F.L.=976.47 6" PVC NWBottom of Well=975.60Intake=978.1018" CMP NF.L.=982.4018" CMP SF.L.=983.57Gravel36" RCP NF.E.S.=968.07F.L.=988.29 15" RCP NF.L.=988.25 15" RCP WIntake=992.94Rim=993.64F.L.=968.99 36" RCP NNE&SSWDouble Intake=974.0736" RCP36" RCP36" RCP36" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP15" RCP15" RCPF.L.=969.61 15" RCP SEF.L.=968.74 36" RCP NNEF.L.=968.65 36" RCP SWDouble Intake=974.14Rim=974.8924" CPP NF.E.S.=961.08Water Blowoff24" CPP18" CMPBuildingBuilding6" PVC SEF.L.=982.36AsphaltF.L.=962.26 24" CPP SRim of Overflow Structure=967.27F.L.=977.78 15" RCP NEF.L.=977.66 15" RCP NW&SEIntake=981.98Rim=982.6995 23
1010
W "6
W "6W "6W "6
W "2W "612" ST12" ST12" ST
5 540'0 40
FEET
30'GRADING PLANGRADING PLAN GENERAL NOTES
987.30
987.85
987.70
987.80
987.80
987.85
987.65
987.50
987.40
987.50G
987.70TC
987.25G
987.75TC
987.20
ACCESSIBLE RAMP DETAIL 1"=10'3:1 4.0
%4.0%4.0%3:1 4:1 3:1
5:1
MPE=978.00
MPE=978.00
PEDESTRIAN RAMP DETAIL 1"=10'
987.73
987.83
988.70
988.60
988.00
988.05
988.95
989.00
G. SEE DETAIL 5 ON SHEET 8 FOR EMERGENCY OVERFLOW DETAILS.
DAY AND PRIOR TO RAIN EVENT.
DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH
F.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS,
RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES.
E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED.
CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION.
D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO
TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR
EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION.
THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S
AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO
RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES.
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS
LOCATION INDICATED.
SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR
A. UTILITY WARNING:(Bk.2017 Pg.23193, Bk.2017 Pg.23200)15, 18. 20' Storm Sewer EasementM PE=978.00 MPE=978.00MPE=978.00
MPE=978.00
MPE=978.00MPE=978.00
5%
5% 2017 Pg.23201)(Bk.2017 Pg.23193, Bk. Flowage Easement15, 19. 15' Overland(Bk. 2017 Pg.23193, Bk. 2017 Pg23197)Sewer Easement15, 16. 20' Sanitary(Bk. 2017, Pg.23193, Bk. 2017 Pg.23200Sewer Easement15, 18. 20' Storm(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage EasementBk. 2017 Pg23197)(Bk. 2017 Pg.23193, Sewer Easement15, 16. 20' Sanitary988.10
988.05
989.05
1.0%
1.0%1.0%1.0%
5.4%3.2%
2.0%
1.0
%1.0
%1.0%1.0%4.3%7.0%989.00
2.0
%0.5
%1.5%
1.0%0.0
%
1.5%0.5
%
1.5%0.5
%
0.5
%1.0%
0.0
%
1.5%
(2885 SF)BuildingExisting
(2737 SF)BuildingExisting(3835 SF)BuildingExisting
(3599 SF)Building Existing
(2780 SF)Building Existing
(4434 SF)BuildingExisting (3248 SF)BuildingExisting
(5438 SF)BuildingExisting
(3435 SF)BuildingExisting2.0%
OVERFLOW
OVERFLO
W968.50
OVERFLOW
977.75
O
V
E
R
F
L
O
W978.05FFE980.55FFE 978.05FFE978.05FFE978.55FFE978.55FFE979.05FFE979.05FFE979.55FFE979.55FFE980.05FFE980.05FFE980.55FFE980.55FFE981.36FFE982.36FFE981.00FFE
981.00FFE983.36FFE
983.71FFE
983.71FFE
983.29FFE
983.29FFE
983.63FFE984.63FFE985.99FFE984.99FFE986.35FFE
987.15FFE
987.15FFE
988.10FFE
988.10FFE 988.10FFE
988.10FFE
988.10FFE
988.10FFE
987.15FFE
988.85FFE
989.05FFE
988.85FFE
989.45FFE
989.45FFE
989.65FFE
989.65FFE
990.05FFE
990.05FFE
990.25FFE
990.25FFE
990.20FFE
990.20FFE
990.20FFE
990.20FFE
991.00FFE
991.00FFE
991.30FFE
991.30FFE
991.30FFE
991.30FFE
990.90FFE
990.90FFE
990.90FFE
990.90FFE
990.60FFE990.60FFE989.30FFE988.30FFE987.30FFE988.30FFE987.30FFE989.35FFE
989.25FFE
989.35FFE
989.25FFE
989.15FFE
989.05FFE 989.05FFE
(5,760 SF)
PROPOSED BUILDING D
(5,760 SF)
BUILDING C
PROPOSED
(4,320 SF)PROPOSED BUILDING BMPE=978.00(6,000 SF)
BUILDING A
PROPOSED
(1,250 SF)BUILDING FPROPOSED(5,900 SF)BUILDING EPROPOSED(1,100 SF)BUILDING GPROPOSED
(5,300 SF)BUILDING HPROPOSED
(5,300 SF)BUILDING IPROPOSED
BUILDING SLAB
NO SCALE 1.5"1.5"BUILDING SLAB/DRIVEWAY RELATIONSHIP
8
1
988.25FFE
987.85FFE
987.85FFE988.15FFE
988.15FFE
988.25FFE
986.35FFE
989.15FFE
(960.28)
(961.97)
962
963
9 6 3
964 964965965966966966967967967967968968968
968969969969
969 (969.85)970 970970970
970(970.33)971 971971971
971
972 972972972
972
973
973973973
973
974
974974974
974
975
975975975
975.50
(975.71)976.10OVERFLOW976976
976976976976.10OVERFLOW976.75
976.75
976.75
976.75 976.75
976.75976.75976.75
977977 977977
977 977.15977.75977.80FG977.80FG977.80FG978978 978978978
(978.29)978.30FG978.30FG(978.72)978.80FG978.80FG(978.92)
(978.98)
979
9 79
979979979 975.00FG(979.03TW)979.03973.50FG(979.11TW)979.30FG979.30FG980.30FG979.80FG979.80FG979.90
980.00
980
980
980980980.30FG980.30FG
980.30FG
980.65
980.70
980.75FG
980.80
981
981
981
981981
981.11FG982
982
982
982982982.05G
982.55TC
982.11FG982.40
982.90 983.00FG
984.50TW
983
983
983983
983.02FG
983.02FG
983.11FG
983.15FG 983.38FG983.40
983.46FG
983.50G
984.00TC
983.85G
984.35TC
984
984
984984
984.38FG984.74FG984.90G
985.40TC
985
985
985985.29
985.50
(985.52)
985.70G
986.20TC
985.74FG986 986986986
986.10G
986.60TC
986.10FG
986.10FG
986.30G
986.80TC
(986.31)
986.40(986.50)986.65
986.65
(986.78)
986.90
986.90FG
986.90FG
986.90FG
986.95
987 987987987987
987.05 987.05FG987.05FG987.10
987.20
987.20
987.28987.29
987.30
987.30
987.30
(987.44)(987.45)987.50
987.50
987.60FG
987.60FG
(987.64)
987.70
(987.72)
987.25G
987.75TC
987.85
987.85
987.85FG
987.85FG
987.85FG
987.85FG
987.85FG
987.85FG
987.90FG
987.90FG 988988988988988.00FG
988.00FG 988.05FG988.05FG(988.17)
987.80 (988.33)988.45
988.60
988.60FG
988.65
989
988.73
988.80
988.80FG
988.80FG
988.80FG
988.90FG
988.95989
989989989(989.00)989.00FG989.00FG 989.05FG989.10FG
989.10FG
(989.14)
989.20FG
989.25
989.30FG 989.35FG989.40FG
(989.46)
989.50FG
989.55
989.80
989.80FG
989.85
989.90FG
989.95FG
989.95FG
989.95FG
989.95FG
990
990 990990990990.00FG
990.00FG
988.90FG 990.35FG990.50
990.65FG
990.65FG
990.65FG
990.65FG
990.75FG
990.85FG
990.90
991991
991
991991HP
991.05FG
HP991.05FG
HP991.05FG HP
991.05FG
991.40992992
992
993993
993
(993.98)994994995
996
(996.17)
976.75975976.75
520'TINTERSTATE PARKWAY 529.43'(To Be Vacated)5' Easement Vacation(Bk.2017 Pg.23193, Bk.2017 Pg.23199)15, 17. 10' Public Utility Easement5
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:405/14/201810:55:24 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP06_1170982_ERO.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSOMCEBOConcreteConc
Conc
Asphalt
Asphalt
Asphalt
Asphalt
Concrete DeckGravelGravelBuilding
BuildingBuilding
Building
Building
BuildingBuilding
Building
Building
Inv=964.98 8" Truss W&SERim=975.44F.L.=972.41 15" RCP NW&SERim=977.14F.L.=977.87 15" RCP SWIntake=981.92F.L.=981.78 15" RCP NW&SERim=986.33F.L.=989.28 15" RCP SIntake=992.98Inv=983.25 8" Truss W&NERim=994.40F.L.=984.31 15" RCP N&E&WRim=990.83Inv=978.93 8" Truss E&NWRim=990.08Inv=966.94 8" Truss NW&SERim=977.64F.L.=968.30 36" RCP NE&SRim=976.02Inv=954.14 8" Truss W&SRim=964.20Inv=955.19 8" Truss NRim=964.19F.L.=984.93 6" PVC WIntake=986.67F.L.=985.10 6" PVC WIntake=987.07F.L.=985.90 6" PVC NIntake=987.18F.L.=985.65 8" PVC WIntake=987.14F.L.=976.47 6" PVC NWBottom of Well=975.60Intake=978.1018" CMP NF.L.=982.4018" CMP SF.L.=983.57Gravel36" RCP NF.E.S.=968.07F.L.=988.29 15" RCP NF.L.=988.25 15" RCP WIntake=992.94Rim=993.64F.L.=968.99 36" RCP NNE&SSWDouble Intake=974.0736" RCP36" RCP36" RCP36" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP15" RCP15" RCPF.L.=969.61 15" RCP SEF.L.=968.74 36" RCP NNEF.L.=968.65 36" RCP SWDouble Intake=974.14Rim=974.8924" CPP NF.E.S.=961.08Water Blowoff24" CPP18" CMPBuildingBuilding6" PVC SEF.L.=982.36AsphaltF.L.=962.26 24" CPP SRim of Overflow Structure=967.27F.L.=977.78 15" RCP NEF.L.=977.66 15" RCP NW&SEIntake=981.98Rim=982.69959960
961
962
962963
963963
964
9649 6 4
965965
965965966966
966966967
967967967
967968
968 968968
968968969969
969
969
969969969969970970
970
970
970
970970970970970970970971
971
971
971
9 7 1
971971
9719
7
1
972972972
972
972
972
972
972 972
972
972973973
973
973
973
973
973 973973
9
7
3
974974
974
974
974
974 974974 974974975975
975
975
975
975
9
7
5
9759
7
5
975
975
975 975975975976
9
7
6 976
976
9
7
6 976976
976
9
7
6
9
7
7
977
977 9779
7
7
977 977977977977978
978
978 9789
7
8
978 978978
978
978979
979979 979979
979979 979
979
979979980
980980980 9809
809
8
0 980980981981981981981
981981981982982982
9
8
2
982 982982983983 983983 983983984984 9849
8
4 984984984984985985 985
985985
985985985985985985986
986
986986 986986986986987
987
987987987987987988 988988988988
988988988
988988988
988
989 989 989989 989990990
990 990990990991
9
9
1
991 991991991992
992
992 992993
9
9
3
993 993993994994 994994995
995995995
996
INTERSTATE PARKWAY 529.43'(To Be Vacated)5' Easement Vacation(Bk.2017 Pg.23193, Bk.2017 Pg.23199)15, 17. 10' Public Utility Easement962
963
9 6 3
964 964965965966966966967967967967968968968
968969969969
969970 970970970
970
971 971971971
971
972 972972972
972
973
973973973
973
974
974974974
974
975
975975975
976976
976976976
977977 977977
977
978978 978978978
979
97 9
979979979
980
980
980980981
981
981
981981
982
982
982
982982983
983
983983984
984
984984985
985
985986 986986986
987 987987987987 988988988988989989
989989989990
990 990990990991991
991
991991992992
992
993993
993
994994995
996
975 12" ST6" ST95 23
1010
12" ST12" ST12" ST
6 640'0 40
FEET
(5,760 SF)
PROPOSED BUILDING
(5,880 SF)
BUILDING
PROPOSED
(4,320 SF)
BUILDING
PROPOSED
(6,000 SF)
BUILDING
PROPOSED
(5,900 SF)
BUILDING
PROPOSED
(5,300 SF)
BUILDING
PROPOSED
(5,300 SF)
BUILDING
PROPOSED
40'144'30'192'
108'
40'20'140'50'120'50'25'20'
(1,100 SF)
BUILDING
PROPOSED
EROSION CONTROL PLAN GENERAL NOTESSTORMWATER MANAGEMENT QUANTITIES
FACILITY LOCATIONS
STORM WATER MANAGEMENT
CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY AND PRIOR TO A RAIN EVENT.
F. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS, AND SIDEWALKS
MINIMUM 8" DEPTH TO FINISH GRADES.
E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO
AND INCLUDE FLARED END SECTION.
D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
(GUTTER), UNLESS OTHERWISE NOTED.
C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB
CONSTRUCTION.
CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING
SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE
DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
IN THE EXACT LOCATION INDICATED.
EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE
SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE
A. UTILITY WARNING:
POLLUTION PREVENTION NOTES
EROSION AND SEDIMENT CONTROL PLAN(1,250 SF)
B
UIL
DIN
G
P
R
OP
OSE
D
120'
100'
150'
80'20'50'OWNERCOORDINATE W/ PROPERTYSTAGING AREATYP.
SILT FENCE
TYP.
SILT FENCE
ENTRANCE
CONSTRUCTION
STABILIZED
OW NER)
LOCATION W/ PROPERTY
(COORDINATE SIZE &
TOPSOIL LOCATION
TYP.
SILT FENCE
W/ ENGINEER)
WASHOUT (FIELD VERIFY
APPROXIMATE CONCRETE
RIP-RAP
CLASS D
200 TONS Bk.2017 Pg.23200)(Bk.2017 Pg.23193, Sewer Easement15, 18. 20' Storm 81.6'11.6'
LIMIT OF DISTRUBANCE
LIMIT OF DISTRUBANCE
DISTRUBANCE
LIMIT OF
LIMIT OF DISTRUBANCE
ELEV=976.10BASIN OVERFLOW Bk. 2017 Pg.23201)(Bk.2017 Pg.23193, Flowage Easement15, 19. 15' OverlandBk.2017 Pg.23200)(Bk.2017 Pg.23193, Sewer Easement15, 18. 20' Storm Bk. 2017 Pg.23201)(Bk.2017 Pg.23193, Flowage Easement15, 19. 15' Overland Bk. 2017 Pg23197)(Bk. 2017 Pg.23193,Sewer Easement15, 16. 20' Sanitary Bk. 2017 Pg23197)(Bk. 2017 Pg.23193,Sewer Easement15, 16. 20' SanitaryA. POLLUTION PREVENTION AND EROSION PROTECTION
1.CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL
POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA
DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND
ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO
PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE
BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER
HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM
DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY
FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY
STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO
ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH
ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
B. STORM WATER DISCHARGE PERMIT
1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM
WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS
REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR
AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF
ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT
DOCUMENTS.
2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT
LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION
LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE
AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST.
FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN
WATER ACT AND THE CODE OF IOWA.
3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION
OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES.
ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD
OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD
COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE
AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
C. POLLUTION PREVENTION PLAN
1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN
ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR
ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE
DURING CONSTRUCTION.
2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR
COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION
CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE
RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S
FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION
PROGRESS AND CHANGES AT THE PROJECT SITE.
4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE
GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S
UNLESS INFEASIBLE OR NOT APPLICABLE:
a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN
DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE
WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL
AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.
b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS,
DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL
DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.
c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT
TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY
TIME.
d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING
ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL
THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN
THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL
ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS
OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY
SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE
SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON
ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS,
DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR
DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL
MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL
GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS
RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM
SEWERS ARE INSTALLED.
h.
ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS
ARE LOCATED.
i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX,
PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON
COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES
IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY
CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD
EXCEEDING 14 CALENDAR DAYS.
j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE
SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING:
JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES,
MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM
STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A
SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT
MUST BE CONTAINED ONSITE.
k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO
FILING OF THE "NOTICE OF DISCONTINUATION".
D.PROJECT SPECIFIC REQUIREMENTS FOR POLLUTION PREVENTION AND EROSION PROTECTION
1.RESPONSIBILITIES OF THE OWNER:
a. SIGN NPDES CERTIFICATION STATEMENT AS PERMITEE.
b. ALL REQUIREMENTS NOT ASSIGNED TO OTHERS.
2.RESPONSIBILITIES OF THE ENGINEER:
a.CREATE THE INITIAL SWPPP.
b.PUBLISH THE PUBLIC NOTICE OF STORM WATER DISCHARGE.
c.FILE THE NOTICE OF INTENT WITH APPLICATION FEE FOR NPDES GENERAL PERMIT No. 2
COVERAGE.
d.SUBMIT THE NOTICE OF DISCONTINUATION.
3.RESPONSIBILITIES OF THE CONTRACTOR:
a.SIGN NPDES CERTIFICATION STATEMENT AS CO-PERMITEE AND COORDINATING
CERTIFICATION OF SUBCONTRACTOR CO-PERMITEES.
b.COMPLY WITH THE REQUIREMENTS OF THE GENERAL PERMIT No.2 AND THE SWPPP.
c.INSTALL, MAINTAIN, AND REMOVE EROSION CONTROL AND POLLUTION PREVENTION
MEASURES.
d.WEEKLY INSPECTIONS AND CORRESPONDING RECORDS.
e.UPDATE AND MAINTAIN THE ONSITE SWPPP.
f.COOPERATE TO PROVIDE INFORMATION UNDER THE RESPONSIBILITY OF OTHERS.
RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON
(3248 SF)BuildingExisting
(2885 SF)BuildingExisting
(2737 SF)BuildingExisting(3835 SF)BuildingExisting
(4434 SF)BuildingExisting
(5438 SF)BuildingExisting
(3599 SF)Building Existing
(3435 SF)BuildingExisting(2780 SF)Building Existing
MATTING
TYPE 4 RECP
2,200 SF OF
TYP.
SILT FENCE
OVERLAND FLOW ROUTES
Q=0.98 cfs
Location to Fox Creek
Ultimate Discharge
(10'x10')
RIP-RAP
CLASS D
10 TONS
(10'x10')
RIP-RAP
CLASS D
10 TONS
6,440 SFRECP, TYPE 4
4.53 ACTYPE 4 SEEDING, FERTILIZING, MULCHING
0.2 ACTYPE 1 SEEDING
4.53 ACDISTURBED AREA
0.49 ACSOD
2,100 LFPRIVATE SILT FENCE
126.6'7.9'
RECP MATTING
6,000 SF OF TYPE 4
12" ST6" ST95(6,000 SF)
BUILDING A
PROPOSED(4,320 SF)BUILDING BPROPOSED(5,760 SF)
BUILDING C
PROPOSED
(5,760 SF)
PROPOSED BUILDING D(5,900 SF)BUILDING EPROPOSED(1,100 SF)BUILDING GPROPOSED
(5,300 SF)BUILDING HPROPOSED
(5,300 SF)BUILDING IPROPOSED
23
(1,250 SF)BUILDING FPROPOSED1010 Waukee Fire Aerial TruckCustom(c) 2018 Transoft Solutions, Inc. All rights reserved.Waukee Fire Aerial TruckCustom(c) 2018 Transoft Solutions, Inc. All rights reserved.T
12" ST12" ST12" ST
962
963
9 6 3
964 964965965966966966967967967967968968968
968969969969
969970 970970970
970
971 971971971
971
972 972972972
972
973
973973973
973
974
974974974
974
975
975975975
976976
976976976
977977 977977
977
978978 978978978
979
97 9
979979979
980
980
980980981
981
981
981981
982
982
982
982982983
983
983983984
984
984984985
985
985986 986986986
987 987987987987 988988988988989989
989989989990
990 990990990991991
991
991991992992
992
993993
993
994994995
996
975 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:405/14/201810:55:26 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP07_1170982_LND.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSOMCEBOConcreteConc
Conc
Asphalt
Asphalt
Asphalt
Asphalt
Concrete DeckGravelGravelBuilding
BuildingBuilding
Building
Building
BuildingBuilding
Building
Building
Gravel36" RCP36" RCP36" RCP36" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP15" RCP15" RCPWater Blowoff24" CPP18" CMPBuildingBuildingAsphalt95 23
1010
959960
961
962
962963
963963
964
9649 6 4
965965
965965966966
966966967
967967967
967968
968 968968
968968969969
969
969
969969969969970970
970
970
970
970970970970970970970971
971
971
971
9 7 1
971971
9719
7
1
972972972
972
972
972
972
972 972
972
972973973
973
973
973
973
973 973973
9
7
3
974974
974
974
974
974 974974 974974975975
975
975
975
975
9
7
5
9759
7
5
975
975
975 975975975976
9
7
6 976
976
9
7
6 976976
976
9
7
6
9
7
7
977
977 9779
7
7
977 977977977977978
978
978 9789
7
8
978 978978
978
978979
979979 979979
979979 979
979
979979980
980980980 9809
809
8
0 980980981981981981981
981981981982982982
9
8
2
982 982982983983 983983 983983984984 9849
8
4 984984984984985985 985
985985
985985985985985985986
986
986986 986986986986987
987
987987987987987988 988988988988
988988988
988988988
988
989 989 989989 989990990
990 990990990991
9
9
1
991 991991991992
992
992 992993
9
9
3
993 993993994994 994994995
995995995
996
INTERSTATE PARKWAY
(BK 2000, PG 12483)PLAT OF SURVEYTract B25'PROPERTIES LLCAPPLE TREE117 LAND COMPANY LLCkcabteS gnidliuB '03 .51 15. 30' Building Setback(Bk 2017, Pg 23193)I-80 West Industrial Park Plat 1Lot 2 529.43'(To Be Vacated)5' Easement Vacation(Bk.2017 Pg.23193, Bk.2017 Pg.23197)Sewer Easement15, 16. 20' Sanitary(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage Easement(Bk.2017 Pg.23193, Bk.2017 Pg.23199)15, 17. 10' Public Utility Easement(Bk.2017 Pg.23193, Bk. 2017 Pg.23201)15, 19. 15' Overland Flowage Easement Pg.23197)(Bk.2017 Pg.23193, Bk.2017 Easement15, 16. 20' Sanitary Sewer7 740'0 40
FEETKEYCOMMON NAME SIZE COMMENTSQTY
NO SCALE
PLANTING PIT DETAILS PLANTING PLANBOTANICAL NAME
AF CNT
SHRUBSTREES8' HT.SIENNA GLEN MAPLEAcer x freemanii 'Sienna'
7
2
4
AG 17 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' Ht.CNT
BS 20 Picea glaven densata BLACKHILLS SPRUCE 6' Ht.B&B
GT 8 Gledtisia triacanthos var. inermis 'Skyline'SKYLINE HONEYLOCUST 8' HT.CNT
MR 15 Malus 'Royal Raindrops'ROYAL RAINDROPS CRABAPPLE 6' Ht.CNT
TO 18 Thuja occidentalis 'Techny' TECHNY ARBORVITAE 6' Ht.B&B
BN 8 Betula nigra RIVER BIRCH 8' Ht.CNT
OV 12 Ostrya virginiana EASTERN HOP HORNBEAM 8' Ht.CNT
CP 12 Cornus alternifolia PAGODA DOGWOOD 6' Ht.CNT
CO 5 Celtis occidentalis HACKBERRY 8' Ht.CNT
PO 43 Physocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK 18" Ht.CNT. (5' O.C.)
DETENTION BASIN MIX
TM 5 Taxus x media 'Hicksii'HICKS YEW 4' Ht.CNT. (4' O.C.)
PLANTING PLAN GENERAL NOTES
PLANTING PLAN CONSTRUCTION NOTES
SLOPE PLANTING PIT DETAIL
SCARIFY SIDES OF PIT
EXISTING SLOPE
FINISH GRADE
PLACE ROOT BALL ON UNDISTURBED SOIL
TREE OR SHRUB
ROOT BALL
BEGIN TRANSITION AT EDGE OF
2:1 MAXIMUM TRANSITION SLOPE. MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING
BEYOND EDGE OF ROOT BALL
3" HEIGHT WATER RETENTION BERM
LOCATED AT TOP OF ROOTBALL
2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS
FINISH GRADE. DO NOT PLACE MULCH WITHIN
SET ROOT COLLAR AND ROOT FLARE 2" ABOVE
MINIMUM FOR SHRUBS
2X ROOTBALL
MINIMUM FOR TREES
3X ROOTBALL
ROOT SYSTEM
OR CONTAINER
DEPTH OF ROOT BALL
BASKET MINIMUM.
MINIMUM TOP 1/2 OF BURLAP AND WIRE
BALLED AND BURLAP (B&B) PLANTS REMOVE
MATERIAL. REMOVE ALL TWINE. FOR
IMPEDE THE GROWTH OF THE PLANT
CONTAINERS OR OTHER MATERIAL THAT WILL
REMOVE ALL NON-BIODEGRADABLE MATERIAL, Root Ball Diameter 1 1/2 to 2 Times SCARIFY SIDES OF PIT
TYPICAL PLANTING PIT DETAIL
FINISH GRADE
BEYOND EDGE OF ROOT BALL
3" HEIGHT WATER RETENTION BERM
LOCATED AT TOP OF ROOTBALL
2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS
FINISH GRADE. DO NOT PLACE MULCH WITHIN
SET ROOT COLLAR AND ROOT FLARE 2" ABOVE
MINIMUM FOR SHRUBS
2X ROOTBALL
MINIMUM FOR TREES
3X ROOTBALL
ROOT SYSTEM
OR CONTAINER
DEPTH OF ROOT BALL
MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING
BASKET MINIMUM.
MINIMUM TOP 1/2 OF BURLAP AND WIRE
BALLED AND BURLAP (B&B) PLANTS REMOVE
MATERIAL. REMOVE ALL TWINE. FOR
IMPEDE THE GROWTH OF THE PLANT
CONTAINERS OR OTHER MATERIAL THAT WILL
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
PLACE ROOT BALL ON UNDISTURBED SOIL
LANDSCAPE REQUIREMENTS
PLANT SCHEDULE
INSTALLATION.
D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF
STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
C. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN
COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION.
CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND
UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S
FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS
A. UTILITY WARNING:A-1 AGRICULTURALEVERGREEN TREE, 27 SHRUBS, AND 18 GRASSES PROVIDED)
--SUBSTITUTE WITH FENCING & SHRUBS AS SPACE ALLOWS. (1
512.3 LF/50 LF = 10.24 PU
(PER 50 LINEAR FEET OF BUFFER)
2 OVERSTORY, 4 EVERGREEN, 3 ORNAMENTAL
(R-1) - 40' BUFFERYARD REQ'D (512.3 LF):
(M-1) - NO BUFFER REQ'D
WEST (M-1 & R-1 ZONING) (800.11 TOTAL LF)
--6.27 x 3 = 18.81 ORNAMENTAL TREES REQ'D. (19 PROVIDED)
--6.27 x 4 = 25.08 EVERGREEN TREES REQ'D. (26 PROVIDED)
--6.27 x 2 = 12.54 OVERSTORY TREES REQ'D. (13 PROVIDED)
313.86 LF/50 LF = 6.27 PU
(PER 50 LINEAR FEET OF BUFFER)
2 OVERSTORY, 4 EVERGREEN, 3 ORNAMENTAL
(C-1) - 40' BUFFERYARD REQ'D (313.86 LF):
EAST (C-1 ZONING)
(A-1) - (912.09 LF): NO BUFFER REQ'D
SOUTH (A-1 ZONING)
SPACE TREE REQUIREMENT).
ADDITION TO. (17 TREES PROVIDED AND COUNTED TOWARDS OPEN
INCLUDED IN THE OPEN SPACE TREE REQUIREMENT AND NOT IN
THE FRONTAGE CALCULATION IS EXCLUSIVE OF DRIVWAYS AND IS
--(654.48 LF/40 LF = 16.36 TREES REQ'D)
1 OVERSTORY TREE PER 40 LINEAR FEET OF FRONTAGE.
NORTH (PUBLIC R.O.W.)(654.48 TOTAL LF)
BUFFER AND SCREENING REQUIREMENTS:
--(47,301.61 SF/1,000 SF = 47.3 SHRUBS (48 PROVIDED)
1 SHRUB PER 1,000 SQUARE FOOT OF REQUIRED OPEN SPACE
25% UNDERSTORY TREES (15 PROVIDED)
25% EVERGREEN TREES (12 PROVIDED).
50% OVERSTORY SHADE TREES (24 PROVIDED).
--(47,301.61 SF/1,000 SF = 47.3 TREES (48 TREES REQUIRED)
1 TREE PER 1,000 SQUARE FOOT OF REQUIRED OPEN SPACE
SIDEWALKS)
--(CALCULATION OF PROVIDED OPEN SPACE DOES NOT INCLUDE
OPEN SPACE PROVIDED: 109,585.45 SQUARE FOOT (34.75%)
--(315,344.08 SQUARE FOOT x 15% = 47,301.61 SQUARE FOOT)
OPEN SPACE REQUIRED: 47,301.61 SQUARE FOOT
TOTAL LOT AREA: 315,344.08 SQUARE FOOT (7.23 ACRES)
M-1 ZONING: 15% OPEN SPACE REQUIRED
OPEN SPACE REQUIREMENT:
4-MR
6-TO 3-MR
3-OV
1-BS
3-BS
4-CP
25.0'
EASEMENT
BUFFER
40' LANDSCAPE 15.0'
NO SCALE
6''
(Trees larger than 2 1/2 inch diameter)
STAKING PLAN
1
1
MATERIAL
FLAGGING
DETAILS
SEE PLANTING PIT
STEEL POSTS (Trees 2 1/2 inch diameter or smaller)
STAKING PLAN
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
(4'-0" MIN.)
TREE HEIGHT
1/2 TO 2/3
6"
(2'-0" MIN.)
TREE HEIGHT
1/4 TO 1/3
branch.
Wrap trunk from ground line to first
STRAP
GROMMETED NYLON
DECIDUOUS TREE STAKING DETAIL
7
1 C-1 COMMERCIALR-1 RESIDENTIAL
M-1 LIGHT INDUSTRIALM-1 LIGHT INDUSTRIALC-1 COMMERCIAL3-BS
1-GT
1-AF
2-BN
4-PO
2-PO
2-AF
1-GT
3-BS
3-AG
1-AG
2-PO
2-CO
4-PO
1-AG
4-PO
12-PO
2-AG
1-AF
1-OV
1-OV
1-BS
6-TO
3-BS
2-OV 2-BN
2-OV 2-BN
4-MR
6-TO
4-CP
2-OV
4-CP
2-BN
40' LANDSCAPE BUFFER EASEMENT
Sewer Easement15, 18. 20' Storm Sewer Easement15, 18. 20' Storm 3-BS
1-OV
2-GT
4-PO
2-MR
4-PO
3-CO
4-PO
2-MR
4-PO
3-BS
4-GT
5-TM
ADJACENT TO LAWN OR MEADOW.
5. BEDS SHALL BE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4 INCHES IN ALL BED AREAS
800-366-1180 WWW.PROFILEPRODUCTS.COM OR APPROVED EQUAL.
PROFILE PRODUCTS LLC. 750 LAKE COOK ROAD -SUITE 400 BUFFALO GROVE, IL 60089
MANUFACTURERS: FLEXTERRA FGM APPLIED AT A RATE OF 3000 LBS/ACRE MANUFACTURED BY:
ON ALL AREAS SEEDED WITH A SLOPE OF 6:1 OR GREATER. ACCEPTABLE PRODUCTS AND
4. PROVIDE MECHANICALLY BONDED FIBER MATRIX (MBFM)IMMEDIATELY FOLLOWING SEED APPLICATION
PER OWNER'S REQUIREMENTS.
220 LBS. PER ACRE. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. ESTABLISH AND MAINTAIN AS
MN 55987. WWW.PRAIRIEMOON.COM OR APPROVED EQUAL. SEEDING RATE: 5 LBS. PER 1,000 SQ.FT. OR
MAINTENANCE LAWN BLEND AS PROVIDED BY PRAIRIE MOON NURSERY. 32115 PRAIRIE LANE, WINONA,
3. CONTRACTOR TO SEED ALL AREAS INDICATED AS DETENTION BASIN MIX WITH ECO-GRASS LOW
UNLESS OTHERWISE NOTED. INSTALL AND MAINTAIN PER OWNER'S REQUIREMENTS.
2. SOD ALL AREAS DISTURBED BY CONSTRUCTION AS PER SUDAS SPECIFICATIONS SECTION 9020
MINIMUM MULCH RING.
1. PROVIDE 3" MIN. DEPTH SHREDDED HARDWOOD MULCH ON ALL INDIVIDUAL TREES WITH A 5' DIAMETER
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:15/14/201810:55:27 AMKyle SokulskiV:\Projects\2017\117.0982.01\CADD\SP08_1170982_DTL.dgn8
117.0982 81"= 03/20/18MAAKSSLJM117.0982CRESCENT RIDGE MINI STORAGEWAUKEE, IOWAKSS1REVISED PER CITY COMMENTS4/3/182REVISED PER CITY COMMENTSKSS4/17/18REVISED PER CITY COMMENTS35/01/18KSS4REVISED PER CITY COMMENTS5/14/18KSSNO SCALE VARIES1"R
4.5"
7.5"
2"R 6"PCC STANDARD CURB
PCC SIDEWALK W/ INTEGRAL CURB
6"
NO SCALE
12"18"
VARIES
SIDEWALK
PCC SIDEWALK SECTION
TYPICAL PAVEMENT CROSS SECTIONS
PCC PAVEMENT SECTION
NO SCALE
FOR THICKNESS & LOCATIONS
PCC PAVEMENT, SEE PLANS
FOR THICKNESS & LOCATIONS
SIDEWALK PAVEMENT, SEE PLANS
6" DEPTH PREPARED SUBGRADE 2 - 6" LIFTS
12" DEPTH PREPARED SUBGRADE
BUILDING SLAB
80' Min.
4 4
1 1
2%2%
ATTACHMENT TO POST
Fabric
Post
Cable Ties
Wire or
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Plan View)
200'-0" max. length per section
(600'-0" if slope is flatter than 5%)
ground contour.
Install parallel to
individual section of silt fence.
Install "J-hook" at each end of an Ground Contours
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
1
2
24"
36"
8'-0" Spacing
Ground Line
Fabric
1
2
2" min.
20" min.
TYPICAL SILT FENCE DITCH CHECKForeslope Backslope
1
Post Spacing
(5'-0" max.)
Post Spacing
(5'-0" max.) Variable (20'-0" for a normal 10'-0" wide ditch.)
EROSION CONTROL MEASURES
D
DVARIES
SAME DIMENSION AS END SECTION
FLARED END
SECTION
A
A
FLARED END SECTION
DELEVATION
SECTION A-A
#4 BARS @ 18" ON CENTER
UNDISTURBED SOIL
VARIABLE
CONCRETE FOOTING
6"
1'- 0"MIN.
SECTION PIPE JOINT.
WATERSTOP AT FLARED END
INSTALL 3' WIDE CLAY 2.
OF FLARED END;MINIMUM D=42"
FLOW LINE 300 FT DOWNSTREAM
AND DRAINAGE WAY CHANNEL
BETWEEN FLARED END INVERT
D=DIFFERENCE IN ELEVATION 1.
NOTES:
MAX.
FORMED VERTICAL FACE
VALVE BOX
ANCHORING TEE OR STANDARD
UNDISTURBED EARTH
TEE AND ANCHORING COUPLING2'-0"DEPTH VARIES1'-0" X 1'-0" X 4"
CONCRETE PAD
BACKFILL WITH 3/4" WASHED GRAVEL
MAIN TRENCH
WALL
VARIES
WATER MAIN
THRUST BLOCKANCHORING
PIPE
GATE
VALVE
HYDRANT
NOTES
MINIMUM SIZE FOR PIPING. VALVES AND FITTINGS
FROM WATER MAIN TO HYDRANT INLET: 6".
1.MIN. 5'-6"18" MIN.
OR TRACER WIRE.
NOT COVER DRAIN HOLES
UNDISTURBED EARTH. DO
THRUST BLOCK AGAINST
POURED CONCRETE
PROVIDE TRACER WIRE AND TRACER WIRE STATION.2.
WRAP HYDRANT, PIPE AND FITTINGS WITH POLYETHYLENE
ENCASEMENT.
3.
0" TO 6"
CITY OF WAUKEE FLARED END SECTION FOOTING DETAIL STD.DWG.NO.30
8
1
8
2 CITY OF WAUKEE HYDRANT STD.DWG.NO.34 REV.1
8
8
8
9
8
7
8
6
NO SCALE8
3 SILT FENCE
NO SCALE8
4
NO SCALE8
5 EMERGENCY SPILLWAY SECTION
CONCRETE DRIVEWAY, TYPE A
6
7
4
2 3 height: 0" to 2"
Drop curb
Curb opening
Driveway width
Driveway width
Curb opening
3'-0" min.
18"12" Pr
o
pert
y line
Pr
o
pert
y line
TYPE A WITH FLARES
DETAIL A
DETAIL B
TYPE A WITH RADII
TYPICAL SECTION
as specified
as specified
5'-0" max
1'-0"
1
2
3
4
5
6
7
8
9
10
Driveway radius (R).
Residential: 10 foot minimum,15 foot
maximum.
Commercial and industrial: As
specified in the contract documents.
Transition the curb height to 0 inches at
end of taper/radius or at the front edge
of sidewalk. Do not extend raised curb
across sidewalk.
Pavement thickness.
Residential: 6 inches minimum.
Commercial and industrial: 7 inches
minimum.
Sidewalk thickness through driveway to
match thickness of driveway.
Center reinforcing bar vertically in the
pavement.
Match thickness of adjacent roadway,
8 inches minimum.
Provide 'E' joint at back of curb unless
'B' joint is specified.
For alleys, invert the pavement crown
2% toward center of alley.
Target cross slope of 1.5% with a
maximum cross slope of 2.0%. If
specified in the contract documents,
construct the sidewalk through the
driveway 5 feet wide to serve as a
passing space.
If cross slope of adjacent sidewalk panel
exceeds 2.0%, remove and replace to
transition from existing sidewalk to
sidewalk through driveway. If elevation
change requires a curb ramp, comply with
Figure 7030.205; verify need for
detectable warning panel with Engineer.
9
Detail B
Refer to
curb
Back of
2
8
2
8
Detail A
Refer to
Back of curb
Curb
Driveway
Sidewalk
joint
'C' or 'E'
'E' joint
'B' joint
'C' joint
'E' joint
joint
'C' or 'E'
'B' joint
'C' joint
9
2
Back of curb
7
2
7Back of curb
1 R
bar
reinforcing
#5 x 36"
10
10
10
10
5
1'-0" min.
1'-0" min.
1'-0" 1.5"1.5"8 DETAILS8N/ANO SCALENO SCALE
NO SCALE
OR APPROVED EQUAL.
(WWW./DEALSHIELD.COM/PRODUCTS/BOLLARD-COVERS)
BOLLARD COVER.
PROVIDE YELLOW SMOOTH PLASTIC
FILL WITH CONCRETE.
EMBEDDED IN CONCRETE BASE.
PIPE
6" DIAMETER SCH 40 GALVANIZED STEEL
4'-0"4'-0"NOTE: SEE SITE PLAN FOR BOLLARD LOCATIONS.
JOINT
EXPANSION
TOP OF PAVEMENTEEEE
BOLLARD 18"12"CONCRETE
18" DIA
PLAN VIEW
BOLLARD DETAIL
NO SCALE8
10
TRACER WIRE
STATION
STORZ COUPLING
AND CAP
ELEV.=975.85
SPILLWAY ELEV.=976.50
TOP OF BERM
the ground line).
(fabric may be folded below
minimum of 6 inches deep
Insert 12 inches of fabric a
support fence.
or as required to adequately
at water concentration areas,
Reduce post spacing to 5'-0"
BUILDING SLAB/DRIVEWAY RELATIONSHIP
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Profile View)
1
1
See plans for spacing.
Ground line
Fabric
Flow
'T' Steel
Fence Post
4'-0" min.
0"1' - 4"16' - 0"6' - 0"1' - 4"6' - 8"1' - 4"3' - 4"1' - 4"3' - 4"2' - 0"6' - 8"2' - 0"29' - 4"5' - 0"SIGNAGE BY OWNER, N.I.C. PROVIDE POWER TO LIGHTED SIGNS, TYP.4" PREFINISHED COPING, TYP.SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.SPLIT FACE CMU SHOWN WITH CONCRETE HATCH PATTERN, TYP.PREFINISHED GREEN STANDING SEAM ROOF, FASCIA, EAVE AND GUTTERS AT TOWER.MEDIUM BRONZE ALUMINUM FRAMING WITH 1" LOW-E CLEAR INSULATING GLASS, TYP.10A3-12' - 0"6' - 8"2' - 0"PTAC, SEE MECH.PROVIDE WHITE ADDRESS NUMERALS AT MAIN ENTRY DOOR, MIN 6" TALL WITH 3/4" MINIMUM STROKE, ARIAL FONT.7A3-12' - 8"4' - 8"8"2' - 8"4' - 0"1' - 4"13' - 8"1' - 4"8' - 8"1' - 4"13' - 4"1' - 4"24' - 4"1' - 4"13' - 4"1' - 4"8' - 8"1' - 4"11' - 4"2' - 0"14' - 8"2' - 0"6"3' - 4"1' - 0"3' - 4"6"5' - 6"3' - 4"1' - 8"3' - 4"1' - 8"3' - 4"5' - 6"6"3' - 4"1' - 0"3' - 4"6"5' - 4"2' - 0"WALL SCONCE ON CMU PIERS SHOWN THUS, TYP.SIGNAGE BY OWNER, N.I.C. PROVIDE POWER TO LIGHTED SIGNS, TYP.SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.SPILIT FACE CMU SHOWN WITH CONCRETE HATCH PATTERN, TYP.SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.4' - 0"T.O. CMU13' - 0"PREFINISHED "TAUPE" PERIMETER SHEET METAL FASCIA AT CMU WALLS, TYP.1'-4" DEEP EAVES AT TOWER.PRESS POINT FENCING AT MAIN ENTRY GATE.PRIVACY FENCING AT NORTH SIDE OF PROPERTY BETWEEN BUILDINGS, TYP.9A3-161' - 4"60' - 0"1' - 0"4"4"4"4' - 0"2' - 8"4' - 8"8"4' - 0"2' - 8"4' - 8"8"4' - 4"2' - 8"4' - 8"8"4' - 8"2' - 8"4' - 8"8"5' - 0"11' - 9"4' - 0"9' - 8"4' - 0"10A3-1WALL PACKS ON METAL WALL PANELS SHOWN THUS, TYP.PREFINISHED TAUPE DOWNSPOUT AT TOWER.PRESS POINT FENCING AT MAIN ENTRY GATE.PRIVACY FENCING AT NORTH SIDE OF PROPERTY BETWEEN BUILDINGS, TYP.9A3-15A3-161' - 4"60' - 0"1' - 0"4' - 0"4' - 0"4' - 0"18' - 0"4' - 0"16' - 0"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.43' - 4"36' - 0"30' - 0"1' - 8"1' - 10"18' - 2"4' - 0"4' - 0"16' - 0"6A3-11' - 4"16' - 8"1' - 4"16' - 8"1' - 4"16' - 8"1' - 4"16' - 8"1' - 4"16' - 8"1' - 4"16' - 8"1' - 4"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.SPLIT FACE CMU PIERS, TYP AT THIS ELEVATION.WALL SCONCES SHOWN THUS -SEE ELECTRICAL.SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.2' - 8"8' - 8"8"6' - 0"2' - 8"8' - 8"8"6' - 8"2' - 8"8' - 8"8"7' - 0"2' - 8"8' - 8"8"7' - 4"2' - 8"8' - 8"8"8' - 0"2' - 8"8' - 8"8"8' - 4"36' - 8"36' - 0"20' - 0"16' - 8"4' - 0"18' - 0"1' - 6"1' - 4"4' - 0"20' - 4"8"1' - 4"4' - 0"20' - 4"Project No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale6/1/2018 8:58:09 AMA2-1ELEVATIONS - BLDGS A & B18-005-01McGregor InterestsLockBox Crescent Ridge31 May 20183319 Ute Avenue Waukee, Iowa 50263 1/8" = 1'-0"1BLDG A - EAST ELEVATION 1/8" = 1'-0"2BLDG A - NORTH ELEVATION 1/8" = 1'-0"3BLDG A - WEST ELEVATION 1/8" = 1'-0"4BLDG A - SOUTH ELEVATION 1/8" = 1'-0"5BLDG B - EAST ELEVATION 1/8" = 1'-0"8BLDG B - SOUTH ELEVATION 1/8" = 1'-0"6BLDG B - NORTH ELEVATION 1/8" = 1'-0"7BLDG B - WEST ELEVATIONEXTERIOR COLOR SCHEDULE:1.Split face CMU shall be integrally colored CMU, Anchor Block Echelon "Onyx", (or equal) typical.2.Smooth CMU and siding shall be integrally colored CMU, Anchor Block Echelon "Parchment", (or equal) typical.3.Mortar color at all CMU shall be TCC Materials P3610 "Light Gold", or equal.4.Metal siding shall be Avid "Light Stone".5.Trim, gutters & downspouts,etc... shall be Avid "Taupe".6.Roll-Up doors and Tower (only) roof, eaves and gutters shall be Avid "Forest Green".7. Swing Doors shall be Avid "Light Stone".
42' - 8"50' - 0"50' - 0"50' - 0"4' - 0"1' - 0"1' - 0"4' - 0"1' - 0"1' - 4"13' - 4"1' - 4"14' - 0"1' - 4"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" BETWEEN PIERS AT THIS ELEVATION.SPLIT FACE CMU PIERS AND WAINSCOT, TYP AT THIS ELEVATION.15' - 8"PRIVACY FENCING AT NORTH SIDE OF PROPERTY BETWEEN BUILDINGS, TYP.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.4' - 0"16' - 0"T.O. CMU14' - 8"15' - 4"SPLIT FACE CMU PIERS AND WAINSCOT, TYP AT THIS ELEVATION.PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" BETWEEN PIERS AT THIS ELEVATION.1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"42' - 8"50' - 0"50' - 0"50' - 8"1' - 0"1' - 0"1' - 0"4' - 0"4' - 0"4' - 0"CHAIN LINK FENCING AT EAST, SOUTH AND WEST SIDES OF SITE, TYP.90' - 0"30' - 0"24' - 8"5' - 0"16' - 0"4' - 8"16' - 0"1' - 1"1' - 0"5' - 0"16' - 0"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.40' - 8"5' - 0"SPLIT FACE CMU PIERS AND WAINSCOT, TYP. AT THIS ELEVATION.PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" BETWEEN PIERS AT THIS ELEVATION.24' - 0"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"22' - 8"1' - 4"24' - 0"90' - 8"30' - 0"24' - 8"1' - 0"5' - 0"4' - 8"2' - 8"17' - 8"18' - 0"1' - 4"4"4"17' - 0"16' - 4"16' - 4"4"16' - 8"16' - 8"2' - 8"1' - 1"CHAIN LINK FENCING AT EAST, SOUTH AND WEST SIDES OF SITE, TYP.SPLIT FACE CMU PIERS AND WAINSCOT, TYP AT THIS ELEVATION.PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" BETWEEN PIERS AT THIS ELEVATION.41' - 4"4' - 8"2' - 8"4' - 8"16' - 0"17' - 8"Project No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale6/1/2018 9:02:13 AMA2-2ELEVATIONS - BLDGS C & D18-005-01McGregor InterestsLockBox Crescent Ridge31 May 20183319 Ute Avenue Waukee, Iowa 50263 1/8" = 1'-0"1BLDG C - NORTHEAST ELEVATION 1/8" = 1'-0"2BLDG C - NORTHWEST ELEVATION 1/8" = 1'-0"3BLDG C - SOUTHWEST ELEVATION 1/8" = 1'-0"4BLDG C - SOUTHEAST ELEVATION 1/8" = 1'-0"5BLDG D - NORTHEAST ELEVATION 1/8" = 1'-0"6BLDG D - NORTHWEST ELEVATION 1/8" = 1'-0"7BLDG D - SOUTHWEST ELEVATION 1/8" = 1'-0"8BLDG D - SOUTHEAST ELEVATIONEXTERIOR COLOR SCHEDULE:1.Split face CMU shall be integrally colored CMU, Anchor Block Echelon "Onyx", (or equal) typical.2.Smooth CMU and siding shall be integrally colored CMU, Anchor Block Echelon "Parchment", (or equal) typical.3.Mortar color at all CMU shall be TCC Materials P3610 "Light Gold", or equal.4.Metal siding shall be Avid "Light Stone".5.Trim, gutters & downspouts,etc... shall be Avid "Taupe".6.Roll-Up doors and Tower (only) roof, eaves and gutters shall be Avid "Forest Green".7. Swing Doors shall be Avid "Light Stone".
SPLIT FACE CMU SHOWN WITH CONCRETE PATTERN, TYP AT THIS ELEVATION.WALL SCONCE ON CMU PIERS SHOWN THUS, TYP.PRIVACY FENCING AT NORTH SIDE OF PROPERTY BETWEEN BUILDINGS, TYP.8"4' - 0"8"45' - 4"48' - 0"48' - 0"2' - 8"8"3' - 4"2' - 8"4' - 0"2' - 8"8"3' - 4"2' - 8"3' - 8"4"2' - 8"8"3' - 4"2' - 8"4' - 0"3' - 0"8"3' - 4"2' - 8"4' - 4"3' - 0"8"3' - 4"2' - 8"4' - 0"4"4"4"1' - 4"26' - 8"1' - 4"26' - 8"1' - 4"26' - 8"1' - 4"26' - 8"1' - 4"26' - 8"1' - 4"SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.9' - 4"4' - 0"1' - 0"12' - 0"4' - 0"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.4' - 0"20' - 8"40' - 0"20' - 0"40' - 0"20' - 8"4' - 0"4"4"8"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.PRIVACY FENCING AT NORTH SIDE OF PROPERTY BETWEEN BUILDINGS, TYP.4' - 0"11' - 6"10' - 0"4' - 0"10' - 0"4' - 0"10' - 0"20' - 0"20' - 0"1"10' - 0"3' - 8"PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.9' - 8"4' - 0"4' - 0"5"11' - 0"4' - 0"10' - 0"4' - 0"5"30' - 0"10' - 0"4' - 0"10' - 0"4' - 0"10' - 6"50' - 0"4' - 0"10' - 6"20' - 0"10' - 0"4"9' - 8"4' - 0"4' - 0"9' - 8"20' - 0"20' - 0"10' - 0"10' - 0"4' - 0"0"20' - 0"10' - 0"4' - 0"11' - 0"8"48' - 0"102' - 0"11' - 0"4' - 0"4' - 0"11' - 0"4' - 0"9' - 0"Project No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale6/1/2018 9:04:48 AMA2-3ELEVS - BLDGS E, F, G & H18-005-01McGregor InterestsLockBox Crescent Ridge31 May 20183319 Ute Avenue Waukee, Iowa 50263 1/8" = 1'-0"1BLDG E - NORTH ELEVATION 1/8" = 1'-0"2BLDG E - WEST ELEVATION 1/8" = 1'-0"3BLDG E - SOUTH ELEVATION 1/8" = 1'-0"4BLDG E - EAST ELEVATION 1/8" = 1'-0"5BLDG F - NORTH ELEVATION 1/8" = 1'-0"6BLDG F - WEST ELEVATION 1/8" = 1'-0"7BLDG F - SOUTH ELEVATION 1/8" = 1'-0"8BLDG F - EAST ELEVATION 1/8" = 1'-0"9BLDG G - NORTHEAST ELEVATION 1/8" = 1'-0"10BLDG G - NORTHWEST ELEVATION 1/8" = 1'-0"11BLDG G - SOUTHWEST ELEVATION 1/8" = 1'-0"12BLDG G - SOUTHEAST ELEVATION 1/8" = 1'-0"13BLDG H - NORTHEAST ELEVATION 1/8" = 1'-0"14BLDG H - NORTHWEST ELEVATIONEXTERIOR COLOR SCHEDULE:1.Split face CMU shall be integrally colored CMU, Anchor Block Echelon "Onyx", (or equal) typical.2.Smooth CMU and siding shall be integrally colored CMU, Anchor Block Echelon "Parchment", (or equal) typical.3.Mortar color at all CMU shall be TCC Materials P3610 "Light Gold", or equal.4.Metal siding shall be Avid "Light Stone".5.Trim, gutters & downspouts,etc... shall be Avid "Taupe".6.Roll-Up doors and Tower (only) roof, eaves and gutters shall be Avid "Forest Green".7. Swing Doors shall be Avid "Light Stone".
4' - 0"80' - 0"30' - 0"40' - 0"8"20' - 0"20' - 0"10' - 0"4' - 0"SPLIT FACE CMU PIERS AND WAINSCOT, TYP. AT THIS ELEVATION.PREFINISHED METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" BETWEEN PIERS AT THIS ELEVATION.8A3-1167' - 4"26' - 0"24' - 0"24' - 0"1' - 0"1' - 0"4' - 0"10"1' - 4"24' - 0"1' - 4"24' - 0"1' - 4"24' - 0"1' - 4"24' - 0"1' - 4"24' - 8"1' - 4"20' - 8"1' - 4"18' - 8"1' - 4"28' - 8"1' - 4"18' - 8"1' - 4"19' - 4"1' - 4"2' - 8"4"8' - 8"4"2' - 8"9' - 0"9' - 0"4"10' - 4"1' - 4"1' - 4"10' - 4"9' - 8"8"9' - 0"8' - 4"PREFINISHED SHEET METAL PIER CAP, TYP. AT ALL CMU PIERS9' - 0"4' - 0"2' - 8"8' - 4"9' - 3 3/4"4' - 0 1/4"4' - 0"9' - 2"1' - 0"1' - 0"10"167' - 4"26' - 0"24' - 0"24' - 0"SPLIT FACE CMU PIERS AND WAINSCOT, TYP AT THIS ELEVATION.SMOOTH FACE CMU SHOWN WITH NO CONCRETE PATTERN, TYP.4' - 0 1/4"A2-4A2-4NEW CMU WALLS AT DUMPSTER ENCLOSURE. VERIFY OWNER'S DUMPSTER SIZE PRIOR TO CONSTRUCTION.BOLLARDS TO PROTECT ADJACENT WALLS, TYP.4A3-189PROTECT EXISTING BUILDING TO REMAIN.4A3-14" TALL PREFINISHED SHEET METAL COPING, TYP.SMOOTH CMU AT NON-PATTERNED AREAS, 8" TALL x 16" LONG ANCHOR ECHELON, PARCHMENT COLOR, TYP.BOLLARD, SEE PLAN.SPLIT FACE CMU, 8" TALL x 16" LONG ANCHOR ECHELON, ONYX COLOR, SHOWN WITH CONCRETE PATTERN, TYP.2' - 0"4' - 0"8"8"EXISTING BUILDINGProject No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale6/1/2018 9:07:01 AMA2-4ELEVS - BLDGS H & I18-005-01McGregor InterestsLockBox Crescent Ridge31 May 20183319 Ute Avenue Waukee, Iowa 50263 1/8" = 1'-0"1BLDG H - SOUTHWEST ELEVATION 1/8" = 1'-0"2BLDG H - SOUTHEAST ELEVATION 1/8" = 1'-0"3BLDG I - NORTHEAST ELEVATION 1/8" = 1'-0"5BLDG I - NORTHWEST ELEVATION 1/8" = 1'-0"4BLDG I - SOUTHWEST ELEVATION 1/8" = 1'-0"6BLDG I - SOUTHEAST ELEVATIONEXTERIOR COLOR SCHEDULE:1.Split face CMU shall be integrally colored CMU, Anchor Block Echelon "Onyx", (or equal) typical.2.Smooth CMU and siding shall be integrally colored CMU, Anchor Block Echelon "Parchment", (or equal) typical.3.Mortar color at all CMU shall be TCC Materials P3610 "Light Gold", or equal.4.Metal siding shall be Avid "Light Stone".5.Trim, gutters & downspouts,etc... shall be Avid "Taupe".6.Roll-Up doors and Tower (only) roof, eaves and gutters shall be Avid "Forest Green".7. Swing Doors shall be Avid "Light Stone". 1/4" = 1'-0"7DUMPSTER ENCLOSURE PLAN 1/4" = 1'-0"8DUMPSTER ENCLOSURE - NORTH 1/4" = 1'-0"9DUMPSTER ENCLOSURE - WEST