HomeMy WebLinkAbout2016-09-19-J08 Village at Shadow Creek Townhomes_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: September 19, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Village at
Shadow Creek Townhomes
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Greenland Homes with property owner, Landing at
Shadow Creek, LLC, requests approval of a preliminary plat in order to plat
74 individual lots for a townhome development that is to be located within
The Landing at Shadow Creek Plat 4.
Access to the property will be provided via a private drive off of NE Alice’s
Road and from NE Dellwood Drive. All utilities within the plat will be
privately owned and maintained. The interior street network will be privately
owned and maintained as well.
The applicant has provided elevations for proposed building 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 request on September 13, 2016 and recommended approval subject to remaining
staff comments.
Approval of a Site Plan for Village at Shadow Creek Townhomes
Senior planner Andy Kass introduced the motion submitted by applicant Greenland Homes to approve
a site plan, preliminary plat, and final plat for Village at Shadow Creek Plat 1. Mr. Kass advised that
the applicant is seeking to develop a townhome community consisting of 15 buildings ranging from 2
to 6 units each for a total of 74 units on the subject property. The interior units will be 1248 square feet
in size and the end units will be 1352 square feet. Concrete patios will be provided on most of the units
and the units are intended to be rentals.
Two access points are indicated on the site plan. One at NE Alice’s Road for which a declaration/ turn
lane will be required to be constructed, and one on the south side from NE Dellwood Drive. All streets
interior to the site will be privately owned and maintained. A 5 foot sidewalk will be provided on one
side of the private street network.
Mr. Kass advised that the sanitary sewer will be provided from the stub that was installed as part of the
Landing at Shadow Creek Plat 4 improvements in the northwest corner of the site. Sewage will flow to
the Little Walnut Creek Lift Station. A water main will be looped through the site from NE Dellwood
Drive and connect to the 12 inch water main located along NE Alice’s Road. Storm water detention
will be provided in a dry bottom detention basin located in the center of the site. All utilities interior to
the site will be privately owned and maintained.
A 25 foot landscape buffer easement is being provided along the west plat boundary to provide
screening from the adjacent single family district and the proposed site plan indicates the applicant is
providing 43% open space. With the parkland dedication being satisfied with the parkland dedicated
by the Landing at Shadow Creek Plat 4.
At this time staff is comfortable with the preliminary plat, site plan, and final plat and would
recommend approval subject to remaining staff comments and review of all legal documents by the
City Attorney.
Commissioner Nigro questioned if there was a grading plan provided in order to view the dente4ntion
plans compared to home location. Mr. Kass advised that there was not one submitted, but the applicant
did produce one for review.
Commissioner Hoifeldt questioned if the elevation would be sporadic or more similar in appearance.
Mr. Kass advised that the buildings would not all be allowed to be the same due to design ordinances
no more than 3 buildings in the complex could have the same elevation or color scheme. The applicant
representative from Schneider and Associates advised that they would be creating more of a sporadic
elevation.
Commissioner Nigro questioned if staff was comfortable with the lack of berms between the row
home sections as this seemed to be opposite from what was required or done in the past. Mr. Kass
advised that berms are encouraged if feasible but that they were addressing some drainage issues on
the west side of the site by not placing the berms between the buildings.
Commissioner Hoifeldt and Nigro asked for some more clarification on the effect the water main
easement would have on the patios and landscaping. Mr. Kass advised that the applicant would be
working closely with the Public Works department to maintain the appropriate distance away not to
disturb the water main and still grant landscaping and equivalent sized patios.
Commissioner Shanks questioned what would be used as screening between the units. Mr. Kass
advised that it would most likely be some sort of PVC fencing.
Commissioner Hoifeldt questioned how the exchange would occur if the developer decided down the
road to sell the units instead of leasing them. Mr. Kass advised that regardless, an association would
have to be created. He continued, stating that once the last unit had been sold, the developer would
hand over the association to a board of residents who would then decide on fees and its upkeep.
Commissioner Hoifeldt moved to approve the Site Plan for Village at Shadow Creek Plat 1, which was
seconded by Commissioner Shanks, Subject to any remaining staff comments and completion of legal
documents. Ayes: Nigro, Fontenot, Broderick, Hoifeldt, and Shanks. Nays: none. Motion carried.
STAFF REVIEW AND COMMENT: Staff recommends approval subject to remaining staff
comments.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report (see preliminary plat information)
III. Staff Comment Letter (see preliminary plat information)
IV. Site Plan/Preliminary Plat & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR VILLAGE AT SHADOW CREEK TOWNHOMES
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 Village at Shadow Creek Townhomes, subject to remaining staff comments on
September 13, 2016; AND,
WHEREAS, the Site Plan for Village at Shadow Creek Townhomes is in general conformance
with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal
Code; AND,
WHEREAS, the Site Plan for Village at Shadow Creek Townhomes 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 19th day of September, 2016 that the Site Plan for Village at Shadow Creek Townhomes is
approved subject to remaining staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
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Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERCITY OF WAUKEE, DALLAS COUNTY, IOWA
MULTI - FAMILY RESIDENTIAL DEVELOPMENT
FOR
SITE PLAN
OWNER/DEVELOPER
INDEX OF SHEETS
PROJECT CONSTRUCTION MANAGER
Sheet 8
STATE OF
IO
WA
PROFESSIO
N
ALLANDSCAPE AR CHITECTDate
License Number
Pages or sheets covered by this seal:
512
NO.
ARCHITECT
LANDSCAPE Clay R. Schneckloth, ASLA
512
SCHNECKLOTH
CLAY R.
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, 2017
License Expires:
VICINITY MAP
1"=500'
PROJECT LOCATION
NE ALICE'S RDTITLE SHEET1 1500'Date
IOWALICENSEDPROFESSIO
N
A
LEN
GI
NEERLicense Number
Pages or sheets covered by this seal:
My License Renewal Date is December 31, 2017
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
Sheets 1-7, 9-12
PHONE: (515) 865-2546
CONTACT: COREY KAUTZ
CLIVE, IA 50325
10888 HICKMAN ROAD, SUITE 3A
GREENLAND HOMES
PHONE: (515) 865-2546
CONTACT: COREY KAUTZ
CLIVE, IA 50325
10888 HICKMAN ROAD, SUITE 3A
GREENLAND HOMES
DOUGLAS PARKWAY
TURN LANE DETAILS
SIDEWALK RAMP DETAILS
CITY OF WAUKEE STANDARD DETAILS
SITE DETAILS
PLANTING PLAN
EROSION AND SEDIMENT CONTROL PLAN
GRADING PLAN
STORM SEWER PLAN
WATER AND SANITARY SEWER PLAN
DIMENSION PLAN
PROJECT INFORMATION
TITLE SHEET
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
DELLWOOD DR
MAPLE ST
BERKSHIRE PKWYNW 167TH STNE WESTGATE DRVISTA DR
BUENAB
O
ST
O
N
PK
W
Y
AIRLINE DR
PRAIRIE DR
HORTON CIRBAXTERCIRBERKSHI
RE PKWYVILLAGE AT SHADOW CREEK PLAT 1
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP02_1151084_NTS.dgn8/23/20163:28:07 PMSnyder1:1pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERZONING
GENERAL USE
PARKING REQUIREMENTS:
CONTROL POINTS
TOWNHOMES
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
1
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 or Shrub
Deciduous Tree or Shrub
Tree Stump
Tree Line
Fence (Silt)
Fence (Wood)
Fence (Chain Link)
Fence (Barbed, Field, Hog)
Contour Elevation
Spot Elevation
UTILITY CONTACT INFORMATION
SYSTEM, TICKET NUMBER 551501715.
RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS
UTILITY WARNING
UTILITY QUALITY SERVICE LEVELS
THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS
IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINEDQUALITY LEVEL (A)
SUBSURFACE UTILITIES.
GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF
INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE QUALITY LEVEL (B)
QUALITY D INFORMATION.
UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH
INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND QUALITY LEVEL (C)
INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS.QUALITY LEVEL (D)
APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD.
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN
RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR
GENERAL NOTES
Contact Email : troyer@waukee.org
515-978-7920
Tim Royer
WAUKEE, CITY OF
Gary@nexgencom.com
515-369-9000
Gary Reimers
NEXGEN INTEGRATED COMMUNICATIONS
Contact Email : troyer@waukee.org
515-978-7920
Tim Royer
WAUKEE, CITY OF
Thomas.sturmer@centurylink.com
303-664-8090
Tom Sturmer
CENTURYLINK
pmay@mediacomcc.com
515-246-2252
Paul May
MEDIACOM COMMUNICATIONS CORP
Joel.Schroeder@windstream.com
800-289-1901
JOEL SCHROEDER
WINSTREAM MCLEOD
MECDSMDesignLocates@midamerican.com
515-252-6632
Craig Ranfeld
MIDAMER-ELEC
jeff@netins.com
515-830-0445
Jeff Klocko
IOWA NETWORK SERVICES
Joni.McCabe@HickoryTech.com
507-387-1770
Joni McCabe
HICKORY TECH
GAS
NO RESPONSE
W-2
C-1
CLEAR
C-2
OE/E
C-2
FO1
BULK REGULATIONS
IMPERVIOUS AREA
PERVIOUS AREA
LEGAL DESCRIPTION PROJECT INFORMATION2 21'154,346 SF
120,194 SF
CP3
CP1
CP7
BEING AND OFFICIAL PLAT DALLAS COUNTY, IOWA.
LOT 33, LANDING AT SHADOW CREEK PLAT 4,
IARTN DERIVED - US SURVEY FEET
ZONE 8 IOWA AMES-DESMOINES COORDINATE SYSTEM
FND CUT "X" SE CORNER NW1/4, NE1/4
N=7,501,294.3930 E=18,461,442.2600
FND CUT "X" NE CORNER NE1/4, NE1/4
N=7,502,616.3450 E=18,462,765.9100
FND CUT "X" NE CORNER SE1/4, NE1/4
N=7,501,299.0230 E=18,462,762.1900
R-4 ROW DWELLING AND TOWNHOME DISTRICT
163 SPACES TOTAL PROVIDED
163 SPACES TOTAL REQUIRED
74 UNITS / 5 = 15 SPACES
2 SPACES X 74 UNITS = 148 SPACES(1 IN GARAGE, 1 IN DRIVEWAY)
1 SPACE PER 5 UNITS
2 SPACES PER UNIT
MINIMUM OPEN SPACE = 20%
NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6.
NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3
REAR YARD = 30 FEET
SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS
LOT WIDTH = 24 FEET MINIMUM
MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT
DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM
POLLUTION PREVENTION NOTES
PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE k.
MUST BE CONTAINED ONSITE.
BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT
DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT
WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH
AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE
CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE
IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD
COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD j.
CALENDAR DAYS.
ACTIVITY HAS FINISHED OR IS PLANNED TO BE DELAYED MORE THAN 21
MEASURES NO LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION
COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION
MIX, PERMANENT SEED MIX, OR SOD AS SOON AS PRACTICAL UPON
STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED i.
LOCATED TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE
RESPREAD TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED h.
CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED.
TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET
REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS
CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS
INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION g.
REMEDIAL ACTIONS FOR FUTURE PREVENTION.
REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE
STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS.
ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING
PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION f.
ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT
ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER
DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING
PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR
INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED e.
ORIGINAL CAPACITY.
SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR
SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE
WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND
MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN d.
OPERATIONS AT ANY TIME.
AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION
PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION c.
GRADING OPERATIONS.
DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND
BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS
INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT b.
AND MINIMIZE SOIL COMPACTION.
INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION,
AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO
WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS
UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE a.
FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE:
THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE
THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF 4.
CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.
THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT 3.
PLAN MAY BE REQUIRED.
IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE
CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO
BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF
(BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL
THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES 2.
THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION.
REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO
DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE 1.
POLLUTION PREVENTION PLAN:C.
AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE
PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND
DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER
EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER
STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY
A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL 3.
AND THE CODE OF IOWA.
THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT
TO ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH
OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED
DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND
BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS,
ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, 2.
PERMIT COVERAGE FROM THE IDNR.
POLLUTION PREVENTION PLAN (SWPPP) AND POSSIBLY OBTAINING THE GENERAL
GENERAL PERMIT NO. 2 INCLUDING CREATING OR MAINTAINING THE STORM WATER
FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES
(EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE
FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY
FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 1.
STORM WATER DISCHARGE PERMITB.
THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT
SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE
CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH
INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE
RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY,
ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER
DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / 2.
DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS
TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION
U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL
CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE
POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA
CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL 1.
POLLUTION PREVENTION AND EROSION PROTECTIONA.
TOTAL AREA OF DISTURBANCE
6.05 AC.
II. CONTRACTOR TO INSTALL STREET NAME SIGNS PRIOR TO ISSUING BUILDING PERMITS.
HH. CONTRACTOR IS TO COORDINATE ANY LANE/ROAD CLOSURES WITH THE CITY OF WAUKEE.
GG. CONTRACTOR IS TO PROVIDE SHOP DRAWING SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CONSTRUCTION.
IMPROVEMENTS.
FF. SEE LANDING AT SHADOW CREEK PLAT 4 PUBLIC IMPROVEMENT CONSTRUCTION DRAWINGS FOR COORDINATION OF ADJACENT
EE. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT WILL BE REQUIRED TO BE DESIGNED BY A STRUCTURAL ENGINEER.
DD. ALL FIRE HYDRANTS WILL BE REQUIRED TO HAVE STORZ FITTINGS.
CC. THE TOWNHOME ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DETENTION BASINS.
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
TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS.
DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION
Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR
SEALED.
SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN
W. ALL CONSTRUCTION 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
IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL
DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE
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
PERMIT IS REQUIRED FOR THIS PROJECT.
OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME
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),
MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO FINISH GRADES TO
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
ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN
BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE
CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL
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
MAXIMUM DENSITY.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95%
HOLIDAY WORK.
THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY
NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE.
BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL
TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL
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, 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
CONTROL POINTS
CP3
CP1
CP7
IARTN DERIVED - US SURVEY FEET
IOWA STATE PLANE SOUTH COORDINATE SYSTEM
FND CUT "X" SE CORNER NW1/4, NE1/4
N=592,523.500 E=1,542,624.778
FND CUT "X" NE CORNER NE1/4, NE1/4
N=593,842.092 E=1,543,951.621
FND CUT "X" NE CORNER SE1/4, NE1/4
N=592,524.860 E=1,543,944.6378
26
28
29
20
21
22
23
24
25
27
30
NE ADDISON DR.ST
SS
4
6
3
NE DELLWOOD DRIVE NE ALICE'S ROADCREEK PLAT 4LANDING AT SHADOW NE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURT2 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP03_1151084_DIM.dgn8/23/20163:28:11 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER1
2
3
4
5
6
7
9
8
11
12
10
21 22 23 24 25 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
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14
15
16
17
18
19
20
45
46
47
48
49
50
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52
53
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55565758
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60
61
62
63
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67
68
69
70
71
72
73
74
LOT 33
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1352SF
1352SF
1352SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1352SF
1352SF 1248SF 1248SF 1352SF
1352SF 1248SF 1248SF 1248SF 1248SF 1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
2267SF
1248SF
1248SF
1352SF
1352SF
30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
33' Ingress/egress Easement
10' Public Utility Easement 10' Public Utility Easement10' Public Utility Easement33' Ingress/egress Easement33' Ingress/egress Easement10' Public Utility Easement10' Public Utility Easement10' Public Utility Easement
15' Water Main Easement25' Landscape Buffer EasementLOT 34and Private Sanitary Sewer Easement
43' Ingress/Egress, Private Water Main,
(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement0
SCALE (FEET)
40
1"R
2"R
3"4.5"
NOT TO SCALE
6" STANDARD CURB
NOT TO SCALE3
1
3
2 3" ROLL CURB
2.0% MAX
5'
DELINEATE SIDEWALK
BACK OF BURB TO
CUT JOINT 5' OFF
2"R
3" DROP CURB
10.5"
1"R
7"PCC4" MIN. 7.5"
NOTES
2' Min
(95% Compaction)
(Proof. roll as per soils report)
25'
3" Rolled Curb
NOT TO SCALE
7" P.C.C.
2%
TYPICAL PRIVATE STREET CROSS SECTION
3
3
1.5%
5'
PCC Sidewalk
4" MIN.
(0% to +4% of Optimum Moisture Content)
12" Prepared Subgrade Compacted
DIMENSION PLAN CONSTRUCTION NOTES
LOT ADDRESS5.0'25.0'18.0'25.0'
2 5 .0 'R25.0'R
5.5'R
5.5'R
2
5.
0'R25.0'R25.0'R2
5.0'R25.0'R25.0'R25.0'R
18.0
'9.5'9.0'9.5'30.0'18.0'5.0'25.0'5'
PCC Sidewalk
4" MIN.
1.5%
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
74
73
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26 3" ROLL CURBSCALE 1"=20'
TYPICAL UNIT DETAIL 9.5'9.0'5.0'24.0'52.0'52.0'24.0'
52
.0
'24.0'52.0'24.0'
52.0'24.0'
52.0
'24.0'52
.0
'24.0'52
.0
'24.0'52.0'24.0'52.0'24.0'TYP15.0'TYP15.0'23
.7
'27.1'TYP15.0'TYP15.0'TYP15.0'TYP15.0'TYP15.0'TYP15.0'TYP15.0'187.5'R
212.5'R
212.5'R
187.5'R 36.3' TYP36.3' TYP36.3' TYP36.3' TYP36.3' TYP 36.3' TYP36.3' TYP24.0'52.0'PRIVATE DRIVE3" ROLL CURB5' SIDEWALK5. REBAR SHALL BE NON-EPOXY COATED STEEL AS PER THE STANDARD SPECIFICATIONS.
4. CURING AS SPECIFIED FOR CONCRETE PAVEMENT IN THE STANDARD SPECIFICATIONS.
3. FINISH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SIDEWALKS AND PROVIDE FINAL BROOM FINISH.
TOPSOIL OVER ALL AREAS DISTURBED.
2. CONCRETE WILL HAVE THE MIX DESIGN AS SHOWN FOR STREET PAVEMENT IN THE CONSTRUCTION. PLACE
1. SUBGRADE SHALL CONSIST OF A FIRM UNYIELDING CLAY (CL OR CH) OR CLASS "A" ROADSTONE BASE.DIMENSION PLAN3 340'9.5'9.0'8.0'842 NE LANDON LANE
832 NE LANDON LANE
822 NE LANDON LANE
812 NE LANDON LANE
802 NE LANDON LANE
703 NE MACEY WAY
707 NE MACEY WAY
713 NE MACEY WAY
717 NE MACEY WAY
723 NE MACEY WAY
727 NE MACEY WAY
733 NE MACEY WAY
737 NE MACEY WAY
743 NE MACEY WAY
747 NE MACEY WAY
753 NE MACEY WAY
757 NE MACEY WAY
763 NE MACEY WAY
767 NE MACEY WAY
773 NE MACEY WAY
777 NE MACEY WAY
783 NE MACEY WAY
787 NE MACEY WAY
793 NE MACEY WAY
797 NE MACEY WAY
763 NE CONNER COURT
767 NE CONNER COURT
773 NE CONNER COURT
777 NE CONNER COURT
798 NE CONNER COURT
794 NE CONNER COURT
788 NE CONNER COURT
784 NE CONNER COURT
778 NE CONNER COURT
774 NE CONNER COURT
768 NE CONNER COURT
764 NE CONNER COURT
758 NE CONNER COURT
754 NE CONNER COURT
748 NE CONNER COURT
744 NE CONNER COURT
738 NE CONNER COURT
734 NE CONNER COURT
728 NE CONNER COURT
724 NE CONNER COURT
718 NE CONNER COURT
714 NE CONNER COURT
708 NE CONNER COURT
704 NE CONNER COURT
852 NE LANDON LANE
798 NE MACEY WAY
794 NE MACEY WAY
788 NE MACEY WAY
784 NE MACEY WAY
778 NE MACEY WAY
774 NE MACEY WAY
768 NE MACEY WAY
764 NE MACEY WAY
758 NE MACEY WAY
754 NE MACEY WAY
748 NE MACEY WAY
744 NE MACEY WAY
738 NE MACEY WAY
734 NE MACEY WAY
728 NE MACEY WAY
724 NE MACEY WAY
817 NE LANDON LANE
827 NE LANDON LANE
837 NE LANDON LANE
847 NE LANDON LANE
743 NE CONNER COURT
747 NE CONNER COURT
753 NE CONNER COURT
757 NE CONNER COURT
2A
2A
2A
2A
2A
2A
2A
2A
2D
2D
2D
2D
2D
2C
2E
2C
2I
2I
2C
2C
2I
2I
2C
2D
3A
3A
3A
3A
2F
2F
2F2F
2F
2F
2B
2B
2J
2J
2B
2B2B
2B2B
2B
2B
2D
2H
2H
2H
2H
2H
2H
2H
2H
2F
2H
2H
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
2H
TYP
TYP
4
4
4
2J
2M
2G
7"PCC
7"PCC
7"PCC
7"PCC
7"PCC7"PCC7"PCC7"PCC7"PCC7"PCC6"PCC
6"PCC6"PCC6"PCC2L
2L 2F FUTURE TRAILFUTURE TRAILFUTURE TRAIL2K
2K9" PCC9" PCC9" PCC 1/2 ROW35' 5' SIDEWALK5' SIDEWALK
5' SIDEWALK
2N 2N
5B
5B
B. STOP SIGN AS PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND APPLICABLE CITY SPECIFICATIONS.
FOOTING.
STANDARDS. SECURE SIGN TO 2" SQUARE STEEL CHANNEL POST WITH ENAMEL FINISH IN A 12" DIAMETER CONCRETE
A. BLUE, SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS PER ADAAG
5. SIGNAGE, PROVIDE THE FOLLOWING:
4. MODULAR BLOCK RETAINING WALL. SEE DETAIL SHEET 9 OF 12.
C. PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL.
B. 45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN.
A. PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
3. PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
MAINLINE PAVING PROVIDE SUDAS TYPE "A" SECTION 7030.101 DRIVE APPROACH.
MAINLINE PAVING OF DELLWOOD DRIVE. IN THE EVENT THE DRIVE APPROACH CAN NOT BE CONSTRUCTED WITH THE
M. COORDINATE CONSTRUCTION OF THE SHARED DRIVE APPROACH ON DELLWOOD DRIVE WITH THE CONSTRUCTION FOR THE
DENSITY. REQUIRED IN DELLWOOD DRIVE AND NE ALICES ROAD ROW.
L. 9" DEPTH C-4 MIX PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
K. TURN LANE SEE SHEET 12 FOR DETAILS.
J. 8" PCC, 5'X10' CLUSTER MAIL BOX PAD. SEE DETAIL SHEET 9 OF 10.
I. 6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
H. 5" PCC DRIVEWAY
DETAILS.
G. PROVIDE FULL DEPTH SAW-CUT AND REMOVE 6" OF PAVEMENT ALONG ALICE'S RD FOR PAVING TIE-IN. SEE SHEET 12 FOR
F. PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE SHOWN.
E. TAPER FROM FULL 6" CURB TO 3" ROLL CURB WHERE NOTED..
D. 3" PCC ROLL CURB.
C. 6" PCC STANDARD CURB.
B. 4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
A. 7" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
2. PAVEMENTS, PROVIDE THE FOLLOWING:
B. EXISTING PAVEMENT.
COVER REQUIREMENTS PRIOR TO CONSTRUCTION.
A. EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION AND MINIMUM
1. PROTECT THE FOLLOWING SITE FEATURES:
20.0'
20.0'20.0'36.3' TYP9.5'9.5'15.8'2F
2F 36.3' TYP20.0'20.0'36.3' TYP
20.0'5.0'R
5.
0'R20
.0
'20
.0
'5.0'25.0'
25.0'5.0'
5.0'
5.0'
25.0'
5
.0
'25
.0
'20
.0
'20.9'
2E2E
2E
2E
5.0'20.0'36.3'25.0'2.0'20.0'36.3'2.0'
52.0'24.0'26.0'6.0'6.0'6.0'6.0'52.0'24.0'5.5'R5.5'R
1/2 ROW
60' 17.3'32.3'5.0'13.0'32.9'34.3'15.5'36.3'32.5
'31.2'34
.6
'36
.1
'34.3'5.0'
1
2
3
4
5
6
7
9
8
11
12
10
21 22 23 24 25 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
13
14
15
16
17
18
19
20
45
46
47
48
49
50
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54
55565758
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72
73
74
30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
15' Water Main Easement25' Landscape Buffer Easement(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement26
28
29
20
21
22
23
24
25
27
30
NE ADDISON DR.ST
SS
4
6
3
STST
ST ST
STST8"W8"W 8"W8"W EXISTING 12" W8"W
ST
ST
S TST STST ST ST STSTSTSTSTSTSTSTSTSTSTST
EXISTING 8" W
NE DELLWOOD DRIVE NE ALICE'S ROAD8"W8"W150' HYDRANT COVERAGE150' HYDRANT COVERAGE
150' HYDRANT COVERAGE150' HYDRANT COVERAGE
150' HYDRANT COVERAGE
150'
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E8"WCREEK PLAT 4LANDING AT SHADOW
EXISTING 150' HYDRANT COVERAGE
150' HYDRANT COVERAGE150'
H
Y
D
R
A
NT
C
O
V
E
R
A
G
E
150' HYDRANT COVERAGE
STNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURTST EXISTING 12" W2
150' HYDRANT COVERAGE BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP04_1151084_SAN.dgn8/23/20163:28:15 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERUTILITY PLAN CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES
TESTED AND DECHLORINATED.
E. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA
D. ALL SANITARY MANHOLES TO BE VACUUM TESTED.
MANHOLES SHALL BE VACUUM TESTED.
SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO
TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS
C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND
DEPARTMENT.
TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERING
SPECIFICATION FOR PUBLIC IMPROVEMENTS AND ANY TESTING OR
B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD
CONNECTING TO ANY PUBLIC UTILITY.
A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO
1
2
SECTION A-A
Adjustment Ring
Pavement
PCC
5'-0"
6"6"
'BT-2' Joint
'BT-1', or
'KT-1', 'KT-2',
'BT-2' Joint
'BT-1', or
'KT-1', 'KT-2',
construct as detailed in Section A-A for three-piece floating casting.
D or SW-602 Type F). If a boxout is provided for a three-piece casting,
No boxout is required for three-piece floating castings (SW 601 Type B and
4 foot 8 inch (typ.) #4 bar. Place at mid-slab.
(SW 601 Type A and C or SW-602 Type E) is used.
Type B and D or SW-602 Type F) is used. 'E' joint if two-piece fixed casting
'KT-1', 'KT-2', 'BT-1', or 'BT-2' joint if three-piece floating casting (SW 601
3
2 2
3
(For three-piece floating casting)
2
2
2
1
2
1
JointLongitudinal5'-0"
Joint
'C' or 'CD'AA4 4WATERMAIN AND SANITARY SEWER PLAN97 LF OF 8" SANITARY SEWER @ 2.0%
INV=995.51
VERIFY PRIOR TO CONSTRUCTION
CONNECT TO EXISTING SANITARY
186 LF OF 8" SANITARY SEWER @ 1.0%242 LF OF 8" SANITARY SEWER @ 1.0%236 LF OF 8" SANITARY SEWER @ 1.0%200 LF OF 8" SANITARY SEWER @ 1.0%140 LF OF 8" SANITARY SEWER @ 2.0%395 LF OF 8" SANITARY SEWER @ 1.0%INV=999.41(OUT-W)
INV=999.51(IN-S)
RIM=1010.02
MANHOLE NO. 2
SEWER @ 1.0%65 LF OF 8" SANITARY INV=997.45(OUT-W)
INV=997.55(IN-SW)
INV=997.55(IN-E)
RIM=1010.34
MANHOLE NO. 1
INV=1001.50(OUT-NE)
INV=1001.60(IN-SE)
RIM=1013.20
MANHOLE NO. 7
INV=1004.40(OUT-NW)
RIM=1016.55
MANHOLE NO. 8
INV=1001.93(OUT-N)
INV=1002.03(IN-S)
RIM=1010.53
MANHOLE NO. 3
INV=1004.39(OUT-N)
INV=1004.49(IN-S)
INV=1004.49(IN-W)
RIM=1013.65
MANHOLE NO. 4
INV=1005.14(OUT-N)
RIM=1014.52
MANHOLE NO. 5
INV=1006.49(OUT-W)
RIM=1014.25
MANHOLE NO. 6
SCALE 1"=20'
TYPICAL SERVICE DETAIL
NOTE: SEE SPECIFIC UNITS FOR INDIVIDUAL SERVICE LOCATIONS
Existing Sanitary Sewer Easement
0
SCALE (FEET)
40
TP=1002.15(WAT)
BP=1003.67(ST)
TP=999.68(SAN)
BP=1003.75(ST)
TP=1000.05(SAN)
BP=1003.47(WAT)
TP=1003.25(WAT)
BP=1005.06(ST)
TP=1001.23(SAN)
BP=1005.24(ST)
TP=997.86(SAN)
BP=1003.75(WAT)
TP=1006.25(WAT)
BP=1007.84(ST)
TP=1005.52(SAN)
BP=1007.13(WAT)
TP=1005.42(SAN)
BP=1007.85(ST)
TP=1004.01(SAN)
BP=1008.50(WAT)
TP=1007.13(SAN)
BP=1008.82(ST)
TP=1008.39(WAT)
BP=1009.89(ST)
TP=1006.68(WAT)
BP=1008.18(ST)
TP=1000.97(SAN)
BP=1008.08(ST)
2B
3C
TYP
3C
2B
2B
3C
TYP
3C 2B
TYP
2B
3C
TYP
3C
2B
TYP
TYP
3C
2B
2B 3C
TYP
3C
2B
TYP
2B
3C
TYP
TYP
3C
2B
TYP
3A
3A3B
3D
3D
3D
3B
3B
3B
3D
3D
3B
3B
3D
3F
3F
3F3F
2A
3E
3E
3E
3E
6
6
6
6
6
6
6
6
6
6
6
6
6
6
8" SANITARY SEWERPRIVATE DRIVE3" ROLL CURB3" ROLL CURB8" WATER MAIN12.0'
15.0'1.5'1.5'1.5'12.0'
15.0'1.5'1.5'1.5'1.5'1.5'1.5'12.0'
15.0'1.5'1.5'12.0'
7.0'
15.0'1.5'1.5'1.5'1.5'15.0'
12.0'1.5'1.5'1.5'15.0'
12.0'8" WATER MAIN6. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION.
SHEET 5.
5. PROVIDE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS PER CITY OF WAUKEE STANDARDS. SEE
DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING,METERS,
4. COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER
SERVICE SHALL BE TYPE "K" SEAMLESS, SOFT ANNEALED COPPER WATER TUBE.
G. INSTALL WATER SERVICE AS PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
F. 8" TEE.
E. 8" VALVE.
D. HYDRANT ASSEMBLY WITH STORZ FITTINGS.
C. 1" WATER SERVICE WITH CURB STOP.
B. 8" PVC-C900 WATER MAIN WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
TO VERIFY PRIOR TO CONSTRUCTION.
A. CONNECTION TO EXISTING WATER MAIN STUB PROVIDED BY LANDING AT SHADOW CREEK PLAT 4. CONTRACTOR
3. PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS.
IMPROVEMENTS. SERVICE SHALL BE PVC, SDR 23.5.
D. INSTALL SANITARY SEWER SERVICE PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
NECESSARY.
C.SANITARY SEWER SERVICE TO BE -6.0' FROM FINISHED GRADE. CONTRACTOR TO PROVIDE RISER AT MAIN AS
B. 4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%.
CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
A. CONNECT TO EXISTING SANITARY SEWER STUB PROVIDED BY LANDING AT SHADOW CREEK PLAT 4.
2. PRIVATE SANITARY SEWER SERVICE.
UTILITY OWNER'S SPECIFICATIONS.
DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO THE
A. EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
10051005
10051006
1006
1006 10061007
1007
100710071007 100710071008
1008
10081008100810081008100810081009
1009
100910091009100910091009100910091009
10091010
101010101010
1
0
1
0
101010101010
1010
10101010
10
10
1010101010111011
1
0
1
1
101110111011
1011
101110111
0
1
1
1011
1011
101110111011101110111011
1012
10
1210121
0
1
2 101210121012101210121012
1012
1013 1
0
1
3
1013101310131013 1013
1013
10141014 1014
1014
1014 101410141
0
1
41014
1014
1014
10141014
10141015 101510151
0
1
5
1015
10151016 101610161
0
1
6
10161016 1017
1018
1019
26
28
29
20
21
22
23
24
25
27NE ADDISON DR.SS BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP05_1151084_STM.dgn8/23/20163:28:20 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER1
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30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
15' Water Main Easement25' Landscape Buffer Easement(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement4
6
3
8"S8"S8"S
8"S8"S8"S8"S
8"S
8"W8"W 8"W8"W EXISTING 12" W8"W
EXISTING 8" W
NE DELLWOOD DRIVE NE ALICE'S ROAD8"W8"W8"WNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURT EXISTING 12" W2
UTILITY PLAN CONSTRUCTION NOTES
0
SCALE (FEET)
40
5 STORM SEWER PLAN5100 LF OF 24" RCP @ 0.83%
108 LF OF 15" RCP @ 0.57%
159 LF OF 15" RCP @ 0.50%
100
LF OF 12" PVC @ 0.50%
RCP @ 0.5%
25 LF OF 30" 80 LF OF 15" RCP @ 0.50%80 LF OF 12" RCP @ 1.0%83 LF OF 15" RCP @ 0.5%77 LF OF 15" RCP @ 1.0%50 LF OF 12" PVC @ 1.0%
50 LF OF 12" PVC @ 1.0%
25 LF OF 12" PVC @ 1.0%
60 LF OF 12" RCP @ 1.0%85 LF OF 18" RCP @ 0.57%173 LF OF 18" RCP @ 0.85%INV=1008.15(OUT-NE)
INV=1008.25(IN-S)
INV=1008.25(IN-W)
RIM=1011.58
TYP SW-401
ST-16A, MANHOLE
INV=1008.38(OUT-N)
INV=1008.48(IN-S)
RIM=1011.40
W/ DOME GRATE
NYLOPLAST BASIN
ST-15, INTAKE, TYP 12" 105 LF OF 12" PVC @ 0.50%INV=1009.00(OUT-N)
INV=1009.10(IN-S)
RIM=1012.50
W/ DOME GRATE
NYLOPLAST BASIN
ST-14, INTAKE, TYP 12"
INV=1009.60(OUT-N)
INV=1009.70(IN-S)
RIM=1013.95
TYP SW-401
ST-13A, MANHOLE
INV=1010.20(OUT-N)
RIM=1013.70
W/ DOME GRATE
NYLOPLAST BASIN
ST-13, INTAKE, TYP 15" 159 LF OF 24" RCP @ 0.75%138 LF OF 24" RCP @ 0.50%INV=1007.36(OUT-N)
INV=1007.46(IN-S)
T/C=1011.30
W/ TYPE Q GRATE
ST-9, INTAKE, TYP SW-502
INV=1008.76(OUT-E)
INV=1008.86(IN-SW)
T/C=1013.55
W/ TYPE Q GRATE
ST-3, INTAKE, TYP SW-501
104 LF OF 12" RCP @ 0.50%RCP @ 0.5%
29 LF OF 30"
75 LF OF 8" PVC @ 1.0%
75 LF OF 8" PVC @ 1.0%75 LF OF 8" PVC @ 1.0%
40 LF OF 8" PVC @ 1.0%
36 LF OF 8" PVC @ 1.0%
INV=1010.36(OUT-NE)
RIM=1015.75
W/ DOME GRATE
NYLOPLAST BASIN
ST-1, INTAKE, TYP 12"
INV=1009.46(OUT-NE)
INV=1009.56(IN-SW)
RIM=1013.00
W/ DOME GRATE
NYLOPLAST BASIN
ST-2, INTAKE, TYP 12"
INV=1010.18(OUT-E)
RIM=1013.65
W/ DOME GRATE
NYLOPLAST BASIN
ST-4, INTAKE, TYP 12"
INV=1009.33(OUT-E)
INV=1009.43(IN-W)
RIM=1013.35
W/ DOME GRATE
NYLOPLAST BASIN
ST-5, INTAKE, TYP 12"
INV=1010.29(OUT-S)
RIM=1013.35
W/ DOME GRATE
NYLOPLAST BASIN
ST-6, INTAKE, TYP 12"
INV=1009.79(OUT-W)
INV=1009.89(IN-N)
RIM=1014.10
TYP SW-401
ST-6A, MANHOLE
INV=1009.33(OUT-W)
INV=1009.43(IN-E)
RIM=1013.35
W/ DOME GRATE
NYLOPLAST BASIN
ST-7, INTAKE, TYP 12"
INV=1008.48(OUT-N)
INV=1008.58(IN-E)
INV=1008.58(IN-W)
RIM=1013.35
W/ DOME GRATE
NYLOPLAST BASIN
ST-8, INTAKE, TYP 15"
INV=1007.86(OUT-N)
INV=1007.96(IN-W)
INV=1007.96(IN-S)
RIM=1013.15
TYP SW-401
ST-8A, MANHOLE
INV=1006.57(OUT-N)
INV=1006.67(IN-S)
T/C=1010.48
W/ TYPE Q GRATE
ST-10, INTAKE, TYP SW-502
FL=1006.00
FOOTING & APRON GUARD
ST-11, 15" F.E.S. W/
INV=1005.28(OUT-W)
INV=1005.38(IN-E)
INV=1005.38(IN-S)
T/C=1009.60
W/ TYPE Q GRATE
ST-12, INTAKE, TYP SW-503
INV=1008.67(OUT-N)
T/C=1012.00
W/ TYPE Q GRATE
ST-16, INTAKE, TYP SW-501
INV=1007.28(OUT-NE)
INV=1007.38(IN-SW)
T/C=1010.63
W/ TYPE Q GRATE
ST-17, INTAKE, TYP SW-501
INV=1004.78(OUT-S)
INV=1004.88(IN-W)
T/C=1009.25
W/ TYPE Q GRATE
ST-18, INTAKE, TYP SW-502
CONCRETE FILLET INSIDE INTAKES AS NECESSARY TO FLOW LINES.
5. ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42 INCHES BELOW FINISHED GRADE.
INCLUDE FLARED END SECTION.
4. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
3. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION.
2. PROVIDE STORM SEWER IMPROVEMENTS AS SHOWN AS PER CITY OF WAUKEE STANDARDS.
UTILITY OWNER'S SPECIFICATIONS.
DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO THE
A. EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
FL=1004.63
11'X12' TRM
FOOTING, 4'X8' FTM &
ST-18A, 30" F.E.S. W/
FL=1005.15
11'X12' TRM
FOOTING, 4'X8' FTM &
ST-12A, 30" F.E.S. W/
(MATCH EXISTING GRADES WITH POSITIVE DRAINAGE TO THE NORTH)
FL=1003.67
11'X12' TRM
FOOTING, 4'X8' FTM &
ST-19A, 18" F.E.S. W/
INV=1008.75(OUT-E)
INV=1008.85(IN-S)
RIM=1011.60
W/ SOLID LID
TYP 15" NYLOPLAST BASIN
ST-15A, MANHOLE
FL=1005.20
FOOTING & APRON GUARD
ST-21, 18" F.E.S. W/
FL=1004.20
11'X12' TRM
FOOTING, 4'X8' FTM
ST-21A, 18" F.E.S. W/ 100 LF OF 18" RCP @ 1.0%100 YEAR=1009.34
INV=1005.71(OUT-E)
INV=1005.81(IN-SW,W)
RIM=1010.19
TYP SW-401
ST-17A, MANHOLE
112 LF OF 12" RCP @ 1.06%
FL=1007.00
FOOTING & APRON GUARD
ST-20, 12" F.E.S. W/
FL=1004.15
ORIFICE PLATE
W/ 11-13/16" DIA
FOOTING & APRON GUARD
ST-19, 18" F.E.S. W/
100 YEAR=1009.34
100 YEAR=1009.34
AND UNDERGROUND ELECTRIC DISTRIBUTION LINE PRIOR TO CONSTRUCTION
INSTALLATION AND CRITICAL CROSSINGS OF EXISTING WATER MAIN
CONTRACTOR TO VERIFY LOCATION AND ELEVATION AND COORDINATE
AND UNDERGROUND ELECTRIC DISTRIBUTION LINE PRIOR TO CONSTRUCTION
INSTALLATION AND CRITICAL CROSSINGS OF EXISTING WATER MAIN
CONTRACTOR TO VERIFY LOCATION AND ELEVATION AND COORDINATE
Q=7.51 CFS
LITTLE WALNUT CREEK WATERSHED
DISCHARGE LOCATION TO THE
26
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21
22
23
24
25
27
30
NE ADDISON DR.1007
ST
1008
1008
10081008 10081008
S
1009
1009
1
0
0
9
10091009
1009S
1010
1010
10101
0
1
0
10101010
1010
1011
101110111
0
1
1
10111011
1011
1012
101210121
0
1
2
10121012
1012
1013
10131
0
1
3
10131013
1013
10141
0
1
4
10141014
1014
1014
101510151015
1015
1015
1016
1016 10161016
1016
1016
10171017
1017
1017
1017
1018
1
0
1
8 10181018
1018
1018
1
0
1
91019 1019
1019
1019
10201020
1020
1020
1020
1021
1021
1021
1021
1022
1022
1
2
3
4
5
6
7
9
8
11
12
10
21 22 23 24 25 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
13
14
15
16
17
18
19
20
45
46
47
48
49
50
51
52
53
54
55565758
59
60
61
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F.F.E.=1014.10F.F.E.=1012.90F.F.E.=1012.00F.F.E.=1016.92F.F.E.=1015.10
F.F.E.=1014.70F.F.E.=1014.25F.F.E.=1012.80F.F.E.=1011.70F.F.E.=1011.50F.F.E.=1011.70F.F.E.=1013.10F.F.E.=1015.25F.F.E.=1012.15F.F.E.=1011.3030' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
15' Water Main Easement25' Landscape Buffer Easement(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement4
6
3
STST
ST ST
STST8"S8"S8"S
8"S8"S8"S8"S
8"S
8"W8"W 8"W8"W EXISTING 12" W8"W
ST
ST
S TST STST ST ST STSTSTSTSTSTSTSTSTSTSTST
EXISTING 8" W
NE DELLWOOD DRIVE NE ALICE'S ROAD8"W8"W8"WCREEK PLAT 4LANDING AT SHADOW STNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURTST EXISTING 12" W2
1004.15
10051005
10051006
1006
1006
1006.00
LP 10061007
1007
100710071007 100710071007.00
1008
1008
10081008100810081008100810081009
1009
1009100910091009100910091009.00
LP
100910091009
10091009.33
OVERFLOW
HP
1009.35
LP
1009.50
1009.50
OVERFLOW
1009.50
OVERFLOW
1009.50
OVERFLOW
HP
1009.65
1009.68
OVERFLOW
1009.85
1009.90
1009.91
1009.95
HP
1009.99
1010
101010101010
1
0
1
0
101010101010
1010
10101010
10
10
10101010.00
OVERFLOW
10101010.02
1010.14
1010.15G
1010.65TC
1010.19
1010.23
LP
1010.23
1010.30
1010.35G
1010.85TC
1010.36
1010.38
LP
1010.40
1010.44
1010.45
1010.49
1010.50
HP
1010.60
1010.64 1010.67
1010.69
1010.73
1010.73
OVERFLOW
HP
1010.75
1010.87
1010.88
1010.90
1010.93 10111011
1
0
1
1
101110111011
1011
101110111
0
1
1
1011
1011
10111011101110111011.00
10111011
1011.04G
1011.54T/C
1011.06
1011.10
1011.14
OVERFLOW
HP
1011.19
1011.20
H.P.
1011.28G
1011.78T/C
1011.30
LP
1011.30
1011.30
1011.30
1011.30
1011.37
1011.38
1011.40
LP
1010.44
1011.47
1011.47
1011.50
1011.50
1011.50
1011.50
1011.50
1011.53
1011.55
1011.55
H.P.
1011.59
1011.60
1011.60
H.P.
1011.60
OVERFLOW
HP
1011.61G
1012.11T/C
1011.69 1011.70
1011.70
1011.70
1011.70
1011.70
1011.701011.70
1011.70
1011.70
OVERFLOW
HP
1011.70G
1012.20TC
1011.73G
1012.23T/C
1011.75
LP
1011.80
H.P.
1011.81
1011.90
1011.90
1011.90
1011.90
1011.90
1012
10
1210121
0
1
2 101210121012101210121012
1012
1012.10
1012.15
1012.15
1012.15
1012.15
1012.18
1012.25
1012.25
OVERFLOW
HP
1012.50
LP
1012.70
H.P.
1012.75
1012.75
1012.80
1012.80
1012.801012.80
1012.80
H.P.
1012.90
1012.90
1012.90
1012.90
1013 1
0
1
3
1013101310131013 1013
1013.00
LP
1013.00
OVERFLOW
HP
1013
1013.05
H.P.
1013.10
1013.10
1013.10
1013.10
1013.15
1013.19G
1013.69T/C
1013.20
1013.35
LP
1013.35
LP
1013.35
LP
1013.45
1013.55
LP 1013.60
1013.63
1013.65
1013.65
1013.65
LP
1013.70
LP
1013.70
LP
1013.72
1013.85
1013.89
1013.991 0141014 1014
1014
1014 101410141
0
1
41014
1014
1014
10141014
10141014.00
H.P.
1014.05
1014.10
1014.10
1014.10
1014.10
1014.10
OVERFLOW
HP
1014.10
OVERFLOW
HP
1014.10
OVERFLOW
HP
1014.10
OVERFLOW
HP
1014.10
OVERFLOW
HP
1014.10
1014.10
HP
1014.15
1014.15
OVERFLOW
HP
1014.20
OVERFLOW
HP
1014.20
1014.25
1014.25
1014.25
1014.25
1014.27G
1014.77T/C
1014.32
1014.40
1014.57
HP
1014.63G
1015.13T/C
1014.65
1014.701014.70
1014.701014.70
1014.78
1014.90
1014.99
1015 101510151
0
1
5
1015
10151015.101015.10
1015.101015.10
1015.25
1015.25
1015.25
1015.25
1015.50
1015.56
1015.75
LP
1016 101610161
0
1
6
10161016
BW=1014.00
TW=1016.00
1016.36
1016.92
1016.92
1016.92
1016.92
1017
BW=1016.00
TW=1017.00
1018
BW=1014.00
TW=1018.00
1018.73
1018.86
1019
1019.36
1019.36
BW=1017.50
TW=1019.50
BW=1017.50
TW=1020.00
BW=1017.50
TW=1020.00
BW=1016.75
TW=1020.75 BW=1017.00
TW=1021.00 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP06_1151084_GRA.dgn8/23/20163:28:27 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER0
SCALE (FEET)
40
6 640'GRADING PLANGRADING PLAN NOTES
DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS,
TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
7. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD
ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
SODDING ARE COMPLETE.
PLAN. SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/
5. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE
NOTED.
4. GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE
3. PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
COMPENSATION.
REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL
2. PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE
NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES
OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE
1. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/
at outlet.
riser for sediment control
Provide temporary 90° PVC
1.0%
1.0%1.0%
1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%
1.0%
1.0%
1.0%1.0%1.0%1.52%
1.52%7.0%6.0%1.67%1.67%1.0%1.0%1.67%1.67%1.67%1.67%1.5%1.5%1.0%
1.0%1.5%2.75%2.0%2.0%
2.0%
2.0%2.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%1.0%1.0%4.11%4.11%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%1.50%1.50%2.0%
2
.0%
2.0%
2.0%
2.0%
2.0%
2
.0%
2
.0%
2
.0%
100 YEAR=1009.34
100 YEAR=1009.28
100 YEAR=1009.34
26
28
29
20
21
22
23
24
25
27
30
NE ADDISON DR.1007
ST
1008
1008
100
81008 10081008
S
1009
1009
1
0
0
9
10091009
1009S
1010
1010
10101
0
1
0
10101010
1010
1011
101110111
0
1
1
10111011
1011
1012
101210121
0
1
2
10121012
1012
1013
10131013
1
0
1
3
10131013
1013
10141014
1
0
1
4
10141014
1014
1014
10151015 10151015
1015
1015
1016
1016 10161016
1016
1016
10171017
1017
1017
1017
1018
1
0
1
8 10181018
1018
1018
1
0
1
91019 1019
1019
1019
10201020
1020
1020
1020
1021
1021
1021
1021
1022
1022 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP07_1151084_ERO.dgn8/23/20163:28:35 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER1
2
3
4
5
6
7
9
8
11
12
10
21 22 23 24 25 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
13
14
15
16
17
18
19
20
45
46
47
48
49
50
51
52
53
54
55565758
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
LOT 33
F.F.E.=1014.10F.F.E.=1012.90F.F.E.=1012.00F.F.E.=1016.92F.F.E.=1015.10
F.F.E.=1014.70F.F.E.=1014.25F.F.E.=1012.80F.F.E.=1011.70F.F.E.=1011.50F.F.E.=1011.70F.F.E.=1013.10F.F.E.=1015.25F.F.E.=1012.15F.F.E.=1011.301352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1352SF
1352SF
1352SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1352SF
1352SF 1248SF 1248SF 1352SF
1352SF 1248SF 1248SF 1248SF 1248SF 1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
1248SF
1248SF
1248SF
1352SF
1352SF
1248SF
2267SF
1248SF
1248SF
1352SF
1352SF
30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
15' Water Main Easement25' Landscape Buffer EasementLOT 34(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement10051005
10051006
1006
1006 10061007
1007
100710071007 100710071008
1008
10081008100810081008100810081009
1009
100910091009100910091009100910091009
10091010
101010101010
1
0
1
0
101010101010
1010
10101010
10
10
1010101010111011
1
0
1
1
101110111011
1011
101110111
0
1
1
1011
1011
101110111011101110111011
1012
10
1210121
0
1
2 101210121012101210121012
1012
1013 1
0
1
3
1013101310131013 1013
1013
10141014 1014
1014
1014 101410141
0
1
41014
1014
1014
10141014
10141015 101510151
0
1
5
1015
10151016 101610161
0
1
6
10161016 1017
1018
1019
4
6
3
STST
ST ST
STST EXISTING 12" WST
ST
S TST STST ST ST STSTSTSTSTSTSTSTSTSTSTST
EXISTING 8" W
NE DELLWOOD DRIVE NE ALICE'S ROADCREEK PLAT 4LANDING AT SHADOW STNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURTST EXISTING 12" W2 40'STORMWATER MANAGEMENT QUANTITIES
GRADING PLAN GENERAL NOTES
POLLUTION PREVENTION NOTES
depth varies.
Wet storage 18" PVC
Backfil on Riser
1" Clean Granular
to Seal Connection
Spray Foam Insulation
Bottom of Basin
to Seal Connection
Spray Foam Insulation
Basin Outlet
24" FES For
Leave top of riser open.
specified in the contract documents.
Elevations and dimensions not given are as
Backfil on Riser
1" Clean Granular
1
depth varies.
Dry storage
Dewatering Orifice 1
Principal Spillway
3-Rows/18-Columns(54 holes)1"Dia.
specified.
Provide perforation configuration as
SEDIMENT BASIN DEWATERING DEVICE (PERFORATED RISER)
0
SCALE (FEET)
40
7 EROSION AND SEDIMENT CONTROL PLAN7MANAGEMENT FACILITY LOCATIONS
POTENTIAL STORM WATER
OVERFLOW ROUTES
500 SF OF RECP
SEEDING, FERTILIZING & MULCHING 6.3 AC
SEDIMENT BASKETS 7 EA
SILT FENCE 1350 LF
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".k.
SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.
CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A
CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND
COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD j.
ACTIVITY HAS FINISHED OR IS PLANNED TO BE DELAYED MORE THAN 21 CALENDAR DAYS.
COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES NO LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION
STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, OR SOD AS SOON AS PRACTICAL UPON i.
IMPROVEMENTS ARE LOCATED TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
RESPREAD TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER h.
AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED.
AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET
INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS g.
AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY
PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING f.
OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 3 DAYS.
DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE
INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR e.
THEIR ORIGINAL CAPACITY.
SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF
MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND d.
CONSTRUCTION OPERATIONS AT ANY TIME.
PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY c.
BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.
INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION b.
WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.
BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM
UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL a.
TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE:
THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED 4.
THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.3.
THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF
THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT 2.
DURING CONSTRUCTION.
CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE 1.
POLLUTION PREVENTION PLAN:C.
OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE
TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF
A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL 3.
FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA.
OFFSITE. IF KEPT OFFSITE, THESE DOCUMENTS MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES WITHIN 3 HOURS OF BEING REQUESTED.
PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE OR
ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF 2.
PERMIT COVERAGE FROM THE IDNR.
2 INCLUDING CREATING OR MAINTAINING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POSSIBLY OBTAINING THE GENERAL
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO.
CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR AND
THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH 1.
STORM WATER DISCHARGE PERMITB.
THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST
OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH
WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO
DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE 2.
SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT
REQUIREMENTS OF THE IOWA CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY
CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL 1.
POLLUTION PREVENTION AND EROSION PROTECTIONA.
Riser
PVC
24" PVC Riser
24"X18" PVC TEE
24" PVC Cap on Bottom of Tee
100 YEAR=1009.34
100 YEAR=1009.34
REMAINDER OF THE SITE SHALL BE SODDED AS PER SUDAS SPECIFICATIONS SECTION 9020.
THE RIGHT-OF-WAY (NE ALICE'S ROAD AND NE DELLWOOD DRIVE) AS PER SUDAS SPECIFICATIONS SECTION 9010. THE
H. HYDROMULCH SUDAS TYPE 2 (PERMANENT COOL SEASON MIXTURE FOR SLOPES AND DITCHES) SHALL BE USED WITHIN
FINISH DESIGN GRADES PRIOR TO SEEDING.
G. CONTRACTOR TO REMOVE ANY SEDIMENT FROM BASIN ACCUMULATED DURING CONSTRUCTION AND REGRADE BASIN TO
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
F. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
BASKETS SHALL BE PROVIDED ONCE PAVING IS COMPLETE
AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE. SEDIMENT
D. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT FENCE
C. GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
B. PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED BY THE
IN THE EXACT LOCATION INDICATED.
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
A. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR RECORDS
100 YEAR=1009.34
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENTOVERFLOW=1010.0Q=7.51 CFS
LITTLE WALNUT CREEK WATERSHED
DISCHARGE LOCATION TO THE
WITH PROPERTY OWNER)
(COORDINATE SIZE AND FINAL LOCATION
APPROX. TOPSOIL STOCKPILE LOCATION
(COORDINATE WITH PROPERTY OWNER)
STAGING AREA
ENGINEER)
(FIELD VERIFY WITH
WASHOUT LOCATION
APPROX. CONCRETE
ENTRANCE/EXIT
CONSTRUCTION
STABILIZED
at outlet.
riser for sediment control
Provide temporary 90° PVC
26
28
29
20
21
22
23
24
25
27NE ADDISON DR.1007
1008
1008
100
81008
1008
S
1009
1009
1
0
0
9
10091009S
1010
1010
10101
0
1
0
10101010
1010
1011
101110111
0
1
1
10111011
1011
1012
101210121
0
1
2
10121012
1012
1013
10131
0
1
3
10131013
1013
10141
0
1
4
10141014
1014
1014
101510151015
1015
1015
10161016
1016
1016
1016
10171017
1017
1017
1017
1018
1
0
1
8 10181018
1018
1018
1
0
1
91019 1019
1019
1019
10201020
1020
1020
1020
1021
1021
1021
1021
1022
1022
10051005
10051006
1006
1006 10061007
1007
100710071007 100710071008
1008
10081008100810081008100810081009
1009
100910091009100910091009100910091009
10091010
101010101010
1
0
1
0
101010101010
1010
10101010
10
10
1010101010111011
1
0
1
1
101110111011
1011
101110111
0
1
1
1011
1011
101110111011101110111011
1012
10
1210121
0
1
2 101210121012101210121012
1012
1013 1
0
1
3
1013101310131013 1013
1013
10141014 1014
1014
1014 101410141
0
1
41014
1014
1014
10141014
10141015 101510151
0
1
5
1015
10151016 101610161
0
1
6
10161016 1017
1018
1019
4
6
3
STST
ST ST
STST8"S8"S8"S
8"S8"S8"S8"S
8"S
8"W8"W 8"W8"W EXISTING 12" W8"W
ST
ST
S TST STST ST ST STSTSTSTSTSTSTSTSTSTSTST
EXISTING 8" W
NE DELLWOOD DRIVE NE ALICE'S ROAD8"W8"W8"WCREEK PLAT 4LANDING AT SHADOW STNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURTST EXISTING 12" W2 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP08_1151084_LND.dgn8/23/20163:28:40 PMSnyder1:40pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER1
2
3
4
5
6
7
9
8
11
12
10
21 22 23 24 25 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
13
14
15
16
17
18
19
20
45
46
47
48
49
50
51
52
53
54
55565758
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
33' Ingress/egress Easement
10' Public Utility Easement 10' Public Utility Easement10' Public Utility Easement33' Ingress/egress Easement33' Ingress/egress Easement10' Public Utility Easement10' Public Utility Easement10' Public Utility Easement
15' Water Main Easement25' Landscape Buffer Easementand Private Sanitary Sewer Easement
43' Ingress/Egress, Private Water Main,
(Private) 20' Storm Sewer Easement
Existing 16.50' Telephone EasementExisting 20' Underground Electric Line EasementExisting 93' Over Head Electric Line Easement0
SCALE (FEET)
40 40'BOTANICAL NAMEKEY SIZE COMMENTS
6' HT.
CO Celtis occidentalis 'Prairie Pride'
PLANT SCHEDULE
QB Quercus bicolor SWAMP WHITE OAK
PRAIRIE PRIDE HACKBERRY
MP
QW Quercus x warei 'Long'REGAL PRINCE OAK
BLACK HILLS SPRUCEPGPicea glauca 'Densata'
6' HT.
Acer x platnoides columnar
COMMON NAME
COLUMNAR NORWAY MAPLEAP
6' HT.
6' HT.
6' HT.
Malus 'Pink Spires'PINK SPIRES CRABAPPLE
LANDSCAPE REQUIREMENTS AND CALCULATIONS
PLANTING PLAN GENERAL NOTES
PLANTING PLAN8 83-CO
1-AP
2-AG
3-UM
1-AP 1-BP
1-MP
1-AP
1-BN
2-PF
1-AC
1-PF
2-AF 1-AM
1-AP
3-UM
1-CO
1-AM
1-QW
1-QW
1-QW
2-QW
2-QW
1-PF
1-PF
1-MP
1-MS
3-MS
1-MS
2-CO
1-AF
1-AM
2-AF
1-AF
1-PF
1-PF
3-BP
1-MP
1-AM
3-BP
1-BP
1-PF
1-CO
5-BN
3-BN
2-PG
2-UM
2-CO
2-CO
3-UM
6-PG
4-AF
1-AM
1-AM
2-AF 5-PG 3-AF 5-PG
1-AP
2-AP
1-AP
1-AF
1-AP
1-AP
1-AF
5-PG
1-AF
3-BP
1-BP
1-MS
1-AF
4-BP
3-AF3-PG3-MS
1-QB
1-AF
3-AC
2-BP
2-PF
1-PF
3-PG
2-AG
3-PG
1-QW
1-QB
2-AM
3-MA
3-MS
2-QB
2-PF
3-PG
2-UM
5-BP
2-PG
4-AG
1-AC
2-AP
8' HT.
8' HT.
1-BP
8' HT.
8' HT.
8' HT.
Abies concolor WHITE FIR
Pinus flexilis 'Vanderwolf's Pyramid'VANDERWOLF PINE
TREESEVERGREENTREESORNAMENTALAF Acer x freemanii 'Sienna'SIENNA GLEN MAPLE
MS Malus 'Spring Snow'SPRING SNOW CRABAPPLE 6' HT.
6' HT.Malus 'Adirondack'ADIRONDACK CRABAPPLEMA
AG Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLANCE SERVICEBERRY 6' HT.
6' HT.
BN
BP
HERITAGE RIVER BIRCHBetula nigra 'Heritage'
8' HT.
UM Ulmus 'Morton' ACCOLADE ACCOLADE ELM
AM STATE STREET MAPLE
8' HT.
Acer miyabei 'Morton 'STATE STREET'
Betula platyphylla 'Fargo'DAKOTA PINNACLE BIRCH
PF
ACTREES OVERSTORY1-AM
1-AM
NO SCALE
PLANTING PIT DETAILS
Root Ball Diameter
1 1/2 to 2 Tim
es
SCARIFY SIDES OF PIT
TYPICAL PLANTING PIT DETAIL
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
FINISH GRADE
PLACE ROOT BALL ON UNDISTURBED SOIL
BEYOND EDGE OF ROOT BALL
3" HEIGHT WATER RETENTION BERM
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,
MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING
SLOPE PLANTING PIT DETAIL
SCARIFY SIDES OF PIT
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
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
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,
NO SCALE
DECIDUOUS TREE STAKING DETAIL
10
2
10
1
6''
(Trees larger than 2 1/2 inch diameter)
STAKING PLAN
1
1
(4'-0" MIN.)
TREE HEIGHT
1/2 TO 2/3
(2'-0" MIN.)
TREE HEIGHT
1/4 TO 1/3
6"
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
inch diameter or smaller}2
1{Trees 2
STAKING PLAN
MATERIAL
FLAGGING
GARDEN HOSE
DETAILS
SEE PLANTING PIT
branch.
Wrap trunk from ground line to first
F. SOD ALL DISTURBED AREAS.
PERIMETER, AND IN ALL AREAS INDICATED ON PLAN.
E. PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH AROUND ALL PLANTINGS TO A MIN. 3-FOOT
D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION.
STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
C. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN
WITH UTILITY COMPANIES DURING CONSTRUCTION.
CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE
TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S
FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE
THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED.
A. UTILITY WARNING:
12.02 X 2.0 = 24.04 ORNAMENTAL TREES REQD. (24 PROVIDED).
12.02 X 2.0 = 24.04 EVERGREEN TREES REQD. (24 PROVIDED).
12.02 X 1.0 = 12.02 OVERSTORY TREES REQD. (12 PROVIDED).
601.36 L.F./50= 12.02 PLANT UNITS
BUFFER)
1 OVERSTORY, 2 EVERGREEN, 2 ORNAMENTAL (PER 50 LF OF
25' BUFFER ALONG WEST PROPERTY LINE
BUFFER REQUIREMENT:
37 UNDERSTORY TREES REQUIRED (37 UNDERSTORY PROVIDED)
37 EVERGREEN TREES REQUIRED (37 EVERGREEN PROVIDED)
74 OVERSTORY TREES REQUIRED (74 OVERSTORY PROVIDED)
(50% OVERSTORY, 25%EVERGREEN, 25% UNDERSTORY)
2 TREES PER UNIT (74 UNITS)
OPEN SPACE:
(120,194 SF PROVIDED - 43.78%)
274,523 SF (TOTAL LOT) x 20% = 54,904 SF REQUIRED
20% OPEN SPACE REQUIRED
CODE REQUIREMENTS)
(LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING
SB
HA
PO
ANNABELLE HYDRANGEA
LITTLE DEVIL NINEBARK
Aronia melanocarpa 'Morton' AR
Hydrangea arborescens 'Annabelle'
Physocarpus opulifolius 'Donna May'
Spiraea betulifolia 'Tor'
Taxus x media 'Tauntonii'
IRIQUOIS BLACK BEAUTY CHOKEBERRY
TOR SPIREA
TAUNTON'S YEWTM
24" HT.
24" HT.
24" HT.
24" HT.
24" HT.
4-TM
2-AM
2-HA
2-HA
2-PO
2-PO
6-SB6-AM6-AM
5-PO
5-AM
1-AF
2-PF
2-SB
2-HA
6-TM
2-HA
2-HA
2-TM
2-HA
6-HA
4-TM
2-SB
2-HA
2-TM
2-PO
2-HA
6-SB
1-PF
2-HA
5-PO
2-PO
2-PO
(FIELD VERIFY).
ANTICIPATED MECHANICAL UNIT LOCATION
1-PG
1-PF
1-AP
1-AP
1-AP
1-BP
1-BP
1-BP
1-AP
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP09_1151084_DTL.dgn8/23/20163:28:44 PMSnyder1:10pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERATTACHMENT TO POST
Fabric
Post
cable ties
Wire or 5
TYPICAL SILT FENCE DITCH CHECK
F
oresl
o
p
eVariable (20' for a normal 10' wide ditch.)
(5'-0" max.)
Post spacing
(5'-0" max.)
Post spacing
4
5
1
3
Backslope 902
904
906
908
910
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
individual section of silt fence
Install "J-hook" at each end of an
ground contour
Install parallel to
(Plan View)
(600' if slope is flatter than 5%)
200' max. length per section
documents or as directed by the Jurisdictional Engineer.
Section 9040, 3.07 and at locations shown in the contract
Install silt fence according to the requirements of
GENERAL NOTES:
1
2
3
4
5
Insert 12 in. of fabric a minimum of 6 in. deep
(fabric may be folded below the ground line)
Compact ground by driving along each side of
the silt fence as required to sufficiently
secure the fabric in the trench to prevent
pullout and flow under the fence.
In ditches, extend silt fence up side slope so
the bottom elevation at the end of the fence is
a minimum of 2 in. higher than the top of the
fence in the low point of the ditch.
Steel posts to be embedded 20 in. unless
otherwise allowed by the Jurisdictional
Engineer.
Secure top of engineering fabric to steel posts
using wire or plastic ties (50 lb. min.). See
details of "Attachment to Posts."
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
Ground line
Fabric
Flow
4'-0" minimum
'T' steel fence post
(Profile View)
4
1
1
2
See plans for spacing
NO SCALE
SILT FENCE DETAIL
Ground line
Fabric
1
5
4
or as required to adequately support fence
Reduce post spacing to 5'-0" at water concentration areas,
8'-0"spacing
24"DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES36"6''
(Trees larger than 2 1/2 inch diameter)
STAKING PLAN
1
1
(4'-0" MIN.)
TREE HEIGHT
1/2 TO 2/3
(2'-0" MIN.)
TREE HEIGHT
1/4 TO 1/3
6"
NO SCALE
DECIDUOUS TREE STAKING DETAIL
NO SCALE
PLANTING PIT DETAILS
SLOPE PLANTING PIT DETAIL
SCARIFY SIDES OF PIT
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
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
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,
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
inch diameter or smaller}2
1{Trees 2
STAKING PLAN
MATERIAL
FLAGGING
GARDEN HOSE
DETAILS
SEE PLANTING PIT
SEE PLANTING PIT DETAIL
FINISH GRADE
IMPERVIOUS SOIL
ENGINEERING FABRIC
Roo
t Ball Diameter
1 1/2 to 2 Tim
es
SCARIFY SIDES OF PIT
TYPICAL PLANTING PIT DETAIL
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
FINISH GRADE
PLACE ROOT BALL ON UNDISTURBED SOIL
BEYOND EDGE OF ROOT BALL
3" HEIGHT WATER RETENTION BERM
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,
MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING
branch.
Wrap trunk from ground line to first
NO SCALE
5.0''
5.0''
2.0''
CLUSTER MAILBOX PAD DETAIL
NOTES:
1.Cluster Mailbox to be located on the no parking/street light side of
street.
2.Do not locate at intersection.
3.Locate near shared property line per approved plan.
BACK OF CURB
MAILBOX CLUSTER
FRONT FACE OF
8" THICK(MINIMUM)
5' X 5' MAILBOX PAD
SIDEWALK
1
1
NO SCALE
TREE DRAINAGE WELL DETAIL
Diameter
8" to 12"
6' DEPTH
SEPTIC GRAVEL
{IF PRESENT}
PERVIOUS SOIL
BY ENGINEER.
INSTALLATION; AS APPROVED
IMPERVIOUS SOILS ARE FOUND DURING
TREE DRAINAGE WELL ONLY REQUIRED IF
NOTE:
into the pervious soil layer.
extends a minimum of 12 inches
well may be termineated when the well
depth less the 6 feet, the drainage
If pervious soil is encountered at a
NO SCALE
FIRE HYDRANT ASSEMBLY
NOTES
MINIMUM SIZE FOR PIPING. VALVES AND FITTINGS
FROM WATER MAIN TO HYDRANT INLET: 6".
1.
PROVIDE TRACER WIRE AND TRACER WIRE STATION.2.
WRAP HYDRANT, PIPE AND FITTINGS WITH POLYETHYLENE
ENCASEMENT.
3.
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
VALVEMIN. 6'-0"18" MIN.
OR TRACER WIRE.
NOT COVER DRAIN HOLES
UNDISTURBED EARTH. DO
THRUST BLOCK AGAINST
POURED CONCRETE
HYDRANT
9
3
9
4
9
1
9
2
9
5
9
6
SITE DETAILS9 910'NO SCALE9
7 MODULAR BLOCK WALL DETAIL
1
max.
4'-0''
Cap Stone
Proper Block Setback
Pins or Lip to Ensure
Finished Grade (slope varies)
Excavation Line
Granular Backfill Material
Subdrain
wide (min.) leveling pad.
Construct a 6" thick X 18"
Foundation
Compacted
Excavation Line
(typ.)
Wall Unit
specified by the wall manufacturer.
materials and dimensions will be
limits, reinforcement, and leveling pad
Exact dimensions, wall batter, backfill
6" min.
6" min.
8" min.
Geogrid
Geogrid
structural engineer.
certified by manufacturers
manufacturer. Shop drawings shall be
be provided by the wall system
Any necessary structural design shall
segmental block retaining wall.
For walls higher than 4 feet, use
(TW)
(FG)
(If Applicable)
Property Line
Backfill Material
Topsoil or Suitable
fabric.
with engineering
backfill material
Wrap porous
Grade
Finished
1
WHERE SHOWN ON PLANS
5'X10' DOUBLE PAD
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP10_1151084_DTL.dgn8/23/20163:28:48 PMSnyder1:10pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERSTD.DWG.NO.15
CITY OF WAUKEE
RISER
6" MIN.
6" MIN.
4" MIN. SURFACESTOPPER AT END OF PIPE (TYP.)
RISER 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
STD.DWG.NO.26
CITY OF WAUKEE
DRIVEWAY APPROACH DETAIL
NEW PAVEMENT
1 - 2" X 6"
10' (SINGLE DRIVE)
3' (TYP.)
18' (DOUBLE DRIVE)
1'-0"R
CURB
6" SIDEWALK THROUGH DRIVEWAY
1'-0"
VARIES
SIDEWALK
CONCRETE AS SPECIFIED
6"(SEE NOTE 4)
USE THIS DETAIL TO CONSTRUCT APPROACHES
SUBGRADE AS
SPECIFIED
PAVEMENT
2
1/4"
PLAN VIEW
SECTION AT CENTERLINE OF DRIVE
16'-0" (SEE NOTE 1)
1'-0"1'-0"
24'-0" (SEE NOTE 1)
2
1'-0"1'-0"
1
/4
"
2
1
/4
"
DRIVEWAY TEMPLATES
(AT CURB LINE)WHEN CONSTRUCTING APPROACH FOR
EXISTING DRIVEWAY, ADD 6' TO WIDTH
OF DRIVEWAY TO OBTAIN MODIFIED
OVERALL LENGTH OF TEMPLATE.
MINIMUM SLOPE ON DRIVEWAY - 1/2" : 1'-0".
USE THIS DETAIL TO CONSTRUCT APPROACHES
TO EXISTING DRIVEWAYS. USE AT OTHER
LOCATIONS ONLY IF AUTHORIZED BY CITY.
1.
2.
3.
NOTES
2 - 2" X 6"
TO EXISTING DRIVEWAYS. USE AT OTHER
3.
COMMERCIAL DRIVE MINIMUM THICKNESS 8"
FROM PAVEMENT TO BACK OF SIDEWALK.
4.
EXPANSION JOINT
1/2" FULL DEPTH
EXPANSION JOINT
1/2" FULL DEPTH
JOINT
EXPANSION
DEPTH
1/2" FULL
JOINT
EXPANSION
DEPTH
1/2" FULL
22' (TRIPLE DRIVE)
STD.DWG.NO.27
CITY OF WAUKEE
DRIVEWAY APPROACH DETAIL
EXISTING PAVEMENT
10' (SINGLE DRIVE)
CURB
3' (TYP.)
18' (DOUBLE DRIVE)
EXISTING
MATCH ELEVATION AT
MILL OFF CONCRETE CURB
TO CONFORM TO THE SPECIFIED
BACK OF EXISTING CURB.
6" SIDEWALK THROUGH DRIVEWAY
1'-0"
VARIES
SIDEWALK
CONCRETE AS SPECIFIED
6"(SEE NOTE 1)
EXISTING
EXISTING
CURB
PAVEMENT
2 1/4"
PLAN VIEW
SECTION AT CENTERLINE OF DRIVEWAY APPROACH
SHAPE FOR DEPRESSED CURB
1'-0" R
COMMERCIAL DRIVE MINIMUM THICKNESS
8"FROM PAVEMENT TO BACK OF SIDEWALK.
1.
NOTES
EXPANSION JOINT
1/2" FULL DEPTH
EXPANSION JOINT
1/2" FULL DEPTH
JOINT
EXPANSION
DEPTH
1/2" FULL EXPANSION JOINT
1/2" FULL DEPTH
22' (TRIPLE DRIVE)
STD.DWG.NO.30
CITY OF WAUKEE
FLARED END SECTION FOOTING DETAIL
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
STD.DWG.NO.32
CITY OF WAUKEE
SERVICE CONNECTION
SERVICE
SIDEWALK
DEPTH VARIESWATER MAIN
CORPORATION COCK DEPTH VARIESUNDISTURBED EARTH
CURB STOP BOX
CURB STOP
PROPERTY LINE
1'-0"MIN. 5'-0"MIN. 6'-0"45
NOTES:
FINISHED GRADE.
TERMINATE CURB STOP BOX ROD 1'-6" BELOW 1.
SAND BACKFILL
10 1010'CITY OF WAUKEE STANDARD DETAILS
BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP11_1151084_DTL.dgn8/23/20163:28:53 PMSnyder1:10pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNER1
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30' Building Setback Line30' Building Setback Line30' Building Setback Line30' Building Setback Line
25' Landscape Buffer Easement4
6
3
NE DELLWOOD DRIVE NE ALICE'S ROADNE OLIVIA LANE (Private)(Private)NE MACEY WAY(Private)
NE LANDON LANE (Private)NE CONNER COURT2
6
2
RAMP AREA 1
RAMP AREA 3
RAMP AREA 5
SIDEWALK RAMP AREA 2 DETAIL 1"=10'
SIDEWALK RAMP AREA 3 DETAIL 1"=10'
SIDEWALK RAMP AREA 5 DETAIL 1"=10'SIDEWALK RAMP DETAILS11 1110'X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1015.20
1015.12
1015.06
1015.65
1015.15
1015.07
1014.54
1014.40
1014.48
1014.88
1014.43
1014.35
1009.61
1009.691009.83
1009.66
1009.74
1010.12 1010.57
1010.14
1010.19
1010.11
1010.06
1010.44
1011.85
1011.53
1011.47
1011.45
1012.951013.03
1013.385.0'5.0'
5.0'
5.0'
5.0'
5.0'
1015.32G
1015.57TC
1014.73G
1014.98TC
1009.79G
1010.04TC
1009.50G
1009.75TC
1010.11G
1010.36TC
1010.24G
1010.49TC
1011.52G
1011.77TC
1013.05G
1013.30TC
1014.21G
1014.46TC
1014.55G
1014.80TC
RAMP AREA 2
X
1019.36
X
1019.28
X1018.66G
1018.91TC
X
X
X X X
XX
X X
X
X
X
X
X
1018.99
1019.47
1019.66
1019.581019.391019.531019.611019.581019.531019.66 1019.61
1019.36
1019.28
SIDEWALK RAMP AREA 1 DETAIL 1"=10'
5.0'1012.96
X1012.88
1011.39X
1018.76G
1019.01TC
1014.98
X
1014.51
X
1009.60
X X
RAMP AREA 4
SIDEWALK RAMP AREA 4 DETAIL 1"=10'
X
1013.19G
1013.69T/C
1011.70G
1012.20T/C
X
1009.90
1.5%5.5%1.0
%1.5%
1
.5%
3.9%
1.0
%1.0
%1.5%1.5%6.3%4.6%1.0%
1.5%
1.5%1.5%1.0%1.5%1.0%2.82%1.84%
6.3
1
%4.5
9
%1009.97
X
1010.04
X
X
1009.67
X
1009.741.5%1.5%1.5%1.5%1.0%
4.17%
1.5%4.38%
1.0%1.5%1.5%4.17%
3.26%1.5%1.5%1.5%3.26%
1.
0
%1.0%
1.
5
%1.5%
1.5%
2.5
%1.0%1.5
%1.5%1.0%1.0%1.0%7.47%5.51%6.64%4.86%
1.0%1.0%
1.4
4
%1.5%1.5%
1.5%1.0%1.0%1.5%
1
.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1011.73G
1012.23T/C
X X
1011.50
1011.38
X 1.0%1.5%1011.61G
1012.11T/C
X
1.25%
X1012.75
1.0%X
1011.30 L.P.
X
1011.42
4.11%5.8%4.59%5.33%5.33%1.0%1.5%1.25%
1.25%1.5%1.5%X X
XX
X X
X
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X 1010.14
1009.91
1010.17G
1010.67TC
1010.40G
1010.90TC
1009.84
1010.35
1009.92
1009.99
1010.21
1010.77
1010.29
1010.22
1.5%7.17%7.17%1.5%
1.5%
1.5%1.25%1.25%1.5%
1009.77G
1010.27TC
1.5%
1.5%
1010.19G
1010.69TC8.0%8.0%1.0%
1.0%
1007.531007.591007.731007.831007.921008.061008.101008.261008.271008.431008.471008.601008.681008.781008.891008.971009.101009.171009.291009.361009.491009.551009.681009.871009.951009.971010.071010.191010.241010.411010.501010.601010.601010.631010.631010.661010.731010.751010.751010.781010.811010.821010.891010.951011.001011.091011.101011.141011.251011.341011.351011.561011.814142434445461352SF1352SF1248SF1248SF1248SF1352SFST EXISTING 12" W ST9+00 10+00 11+00 11+00
EXISTING 12" W BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= jwmccormickpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2015_Projects\115.1084\Cadd\SP12_1151084_TURN_LN.dgn8/23/20163:28:58 PMSnyder1:20pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.WAUKEE, IA115.1084 115.108412 12EDCEDCJWM04-25-16105/20/16JWMREVISED AS PER CITY COMMENTSJWM06/10/16REVISED AS PER CITY COMMENTS2VILLAGE AT SHADOW CREEK PLAT 1308/23/16JWMREVISED AS PER OWNERST EXISTING 12" W ST9+00 10+00 11+00 11+00
EXISTING 12" W4142434445461352SF1352SF1248SF1248SF1248SF1352SF Sta.10+87.58,23.50'LT
Begin 10:1 Taper
Sta.11+92.57,13.00'LT
End 10:1 Taper
Sta.10+37.58,23.50'LT
PT
Sta.9+62.56,23.50'LT
PT
Sta.9+57.56,23.50'LT
Begin 4:1 Taper
Sta.9+15.56,13.00'LT
End 4:1 Taper
NE ALICE'S RD
NE ALICE'S RD
BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5BT-5 CDCDCDCDCDCDCDCDCDCDCD15'15'15'15'15'15'15'15'15'CDKT-2KT-2L-112.5'15'12.5'12.5'12.5'12.5'12.5'12.5'12.5'12.5'12.5'12.5'L-2L-2L-2L-2CDCDRDRD
L-2L-2C C C
CC
C
CC
CC
4:1 Taper 10:1 TaperPRIVATE DRIVEPRIVATE DRIVEGEOMETRICS AND STAKING LAYOUT
JOINTING LAYOUT
0
SCALE (FEET)
20 TURN LANE DETAIL12 1220'Sta.10+00.00,10.50'LT
E=18462753.48
N=7501923.37
| Private Drive6" of Pavement Along Alice's Rd for Paving Tie-In
Provide Full Depth Saw-Cut and Remove
Sta.10+12.58,48.54'LT
PC
Sta.9+87.58,48.46'LT
PC
2.5%2.5%2.5%Match Exisitng Match Exisitng Match ExisitngMatch Exisitng
NOTES
CLOSURE.
PRIOR TO ANY LANE OR ROAD
ONE WEEK NOTICE SHALL BE GIVEN
REQUIREMENTS FOR LANE WIDENING.
CONTROL WHICH MEETS MUTCD
A. CONTRACTOR SHALL PROVIDE TRAFFIC
Left Elevation - ARight Elevation - A groupdesign1840 NW 118th St. Suite 220Clive, IA 50325515.254.1181Shadow Creek Villas - TownhomesRear Elevation - A
WHITE
[PRIVACY FENCE]
DRIFTWOOD
WEATHERED WOOD
WHITE [TRIM]
MEDIUM GRAY
[STONE]
GREYSTONE DRIFTWOOD
DRIFTWOOD
MEDIUM GRAY
[STONE]
DRIFTWOOD
MEDIUM GRAY
[STONE]
Front Elevation - A
DRIFTWOOD
WEATHERED WOOD
WHITE [TRIM]
GREYSTONE DRIFTWOOD
MEDIUM GRAY
[STONE]
WHITE
[GARAGE DOORS]
Front Elevation - B
Left Elevation - BRight Elevation - B groupdesign1840 NW 118th St. Suite 220Clive, IA 50325515.254.1181Shadow Creek Villas - TownhomesRear Elevation - B
GREYSTONE
WEATHERED WOOD
WHITE [TRIM]
GRAPHITE GREYSTONE
WHITE
[PRIVACY FENCE]
LIGHT GRAY
[STONE]
WHITE
[GARAGE DOORS]
GREYSTONE
WEATHERED WOOD
WHITE [TRIM]
LIGHT GRAY
[STONE]
GRAPHITE GREYSTONE
GREYSTONE
LIGHT GRAY
[STONE]
GREYSTONE
LIGHT GRAY
[STONE]
Front Elevation - C
Left Elevation - CRight Elevation - C groupdesign1840 NW 118th St. Suite 220Clive, IA 50325515.254.1181Shadow Creek Villas - TownhomesRear Elevation - C
RYE
WEATHERED WOOD
COUNTRY BEIGE [TRIM]
CLAY RYE
WHITE
[PRIVACY FENCE]
MEDIUM BROWN
[STONE]
COUNTRY BEIGE
[GARAGE DOORS]
RYE
WEATHERED WOOD
COUNTRY BEIGE [TRIM]
MEDIUM BROWN
[STONE]
CLAY RYE
RYE
MEDIUM BROWN
[STONE]
RYE
MEDIUM BROWN
[STONE]