HomeMy WebLinkAbout2018-03-05-J09 Veridian Credit Union_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 5, 2018
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Veridian
Credit Union (655 E. Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Veridian Credit Union, requests approval of a site plan to
allow for the construction of an approximately 6,000 square feet building for a
new Veridian Credit Union location. Access to the site will be provided off of
NE Venture Drive on the north side of the site. Access to Hickman Road will
be provided via an access drive on the east side of the property.
Utilities are available to the site. Water will be provided off of the north side
of the site and sanitary sewer is on the south side of the site. Storm water
detention is provided for in regional basins north of NE Horizon Drive.
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 project at the February 27, 2018 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Veridian Credit Union (655 E. Hickman Rd)
Waukee City Planner, Melissa DeBoer, introduced the request for site plan approval made by the
applicant Veridian Credit Union. The subject property is located north of Hickman and west of the Hy-
Vee and West Bank location and contains approximately 1.27 acres. Mrs. DeBoer advised that this is
a new location from the 2016 approved site plan approval. Mrs. DeBoer advised that the north
elevation would contain a canopy and ATM and a trash enclosure would be located to the northwest of
the site. Main access for the development area will be off of Hickman Road with 2 accesses off of a
private street, NE Venture drive, to access the Veridian Site. There will be 5 foot sidewalks and
pedestrian accesses on the site and an 8 foot piece along the east of the site to connect to the trail on
Hickman Road. The site will have public utility connections and storm water detention will be
accommodated by the existing private detention basins located to the north of the site on property
owned by the owner of the subject property. All parking, landscape, and open space requirements have
been met.
At this time staff is comfortable with the site plan and would recommend approval subject to
remaining staff comments.
J9
• Commissioner Tietz clarified that there is no access off of Hickman Road directly to the
Veridian site. Mrs. DeBoer advised that was correct, there was a main access that would
provide access to NE Venture Drive and other developments as well, but no access to the site
will come off of Hickman directly.
• Commissioner Fontenot questioned if this would be a lighted intersection. City Planner Andy
Kass, advised that this intersection would be signaled due to the rearrangement of the accesses
after the widening of Alice’s Road project was complete.
• Commissioner Broderick questioned if the ordinance could direct site plans away from placing
trees inside of parking islands. Mr. Kass advised that the ordinance actually requires
landscaped parking islands with ornamental or deciduous over story trees. The requirement is
something that probably wouldn’t go away, but that Staff would be willing to work with
developers that had other ideas for parking islands.
• Commissioner Tietz questioned where the pond was located for storm water detention. Mrs.
DeBoer advised that it is near Horizon Drive, and the whole development, minus the
University of Iowa Credit Union site, drain to this pond.
• Commissioner Ward questioned what would happen to the Hy-Vee access after the widening
of Alice’s Road. Mr. Kass advised that the access off Hickman will become a right in/ right
out only access, eliminating the left hand turn off Hickman road, in favor of a lighted full
access off of NE Alice’s Road.
Commissioner Streit made a motion to approve the Site Plan for Veridian Credit Union (655 E.
Hickman Rd). Commissioner Hoifeldt seconded the motion. Ayes: Ward, Fontenot, Streit, Tietz,
Broderick, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All remaining comments are minor in nature and will be
worked out prior to the Council meeting. Staff recommends approval.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 18-
APPROVING THE SITE PLAN FOR VERIDIAN CREDIT UNION (655 E. HICKMAN
ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Veridian Credit Union, subject to remaining staff comments on February 27,
2018; AND,
WHEREAS, the Site Plan for Veridian Credit Union is in general conformance with §304 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Veridian Credit Union 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 5th day of March, 2018 that the Site Plan for Veridian Credit Unions is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Veridian Credit Union – Site Plan
DATE: February 27, 2018
GENERAL INFORMATION:
Applicant: Veridian Credit Union
Requested Action Site Plan Approval
Location and Size: Property is generally located north of Hickman
Road and west of Alice’s Road and contains
approximately 1.74 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Undeveloped Community Village C-1B
North Springs at Waukee
Apartment Complex Neighborhood Residential R-3
South Single Family Residential/
Waukee Market Place
Development
Neighborhood Residential/
Community Village
R-2 / C-1/PD
East Commercial Property
within Prairie Crossing
Plat 6 – Currently Under
Construction
Community Village C-1B
West Vacant Community Village C-1B
BACKGROUND:
The subject property is located north of Hickman Road and west of Alice’s Road, just west of Hy-Vee within
the Prairie Crossing Plat 6 development. The applicant is requesting approval of a site plan for a credit union.
In 2016, Veridian Credit Union had received approval of a site plan to be located at the southwest corner of
Hickman Road and Alice’s Road, within the Waukee Market Place development. That project never started
and since that time, Veridian has explored other options and have decided on this new location within the
Prairie Crossing Plat 6 development.
February 23, 2018
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The project involves the construction of a one-story building that is proposed to be 5,965 square feet in area.
Included in the square footage, on the north side of the building, is a canopy for a drive-thru area that will
feature four drive-thru stalls. The trash enclosure is proposed to be located on the northwest side of the site.
ACCESS AND PARKING:
One access point off of Hickman Road serves the Prairie Crossing Plat 6 development. This access is just east
of the subject property and will align with the access to the Waukee Market Place development, located on
the south side of Hickman Road. Two accesses are provided to the site off of NE Venture Drive (the private
drive located to the north of this site).
The Parking Ordinance requires 3 parking spaces per 1,000 square feet of gross floor area for bank buildings.
The proposed building requires 25 parking spaces and the site plan identifies a total of 49 parking spaces.
SIDEWALKS/TRAILS:
A five foot wide sidewalk will be constructed on the north side of the site along NE Venture Drive and a eight
foot wide sidewalk will be installed along the east side of the site as part of the site improvements. Pedestrian
connections are provided off of these proposed sidewalks which provide access into the site. Several sidewalks
are planned internal to the site, primarily around the building from the parking areas.
February 23, 2018
3 of 3
UTILITIES:
All utilities will be provided to this site. The site plan identifies the water connection coming from the water
main located to the north of the site. The sanitary connection will be provided from the existing 18-inch
sanitary sewer that is located on the south side of the site, along Hickman Road. Storm water detention will
be accommodated in the existing private detention basins located to the north of this site, on property also
owned by the same owner as the subject property. The water in these basins eventually drain into the regional
basin located just north of NE Horizon Drive and west of NE Alice’s Road.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 29.9%. Landscaping is being provided per the landscaping ordinance.
ELEVATIONS:
The elevations of the building are proposed to be constructed primarily of wood-look fiber cement panels,
gray fiber cement panels, brick, stone and aluminum. The windows include a green aluminum sunshade and the
main entrance includes a green aluminum canopy.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Melissa DeBoer, AICP
Planner II
SITEVERIDIAN CREDIT UNIONLOT 1 PRAIRIE CROSSING PLAT 6IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.VICINITY MAPNOT TO SCALECOPYRIGHT 2017 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELE TELEPHONE LINEF/O FIBER OPTICCATV CABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7 DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1 COVER SHEETC1.1 EXIST. CONDITIONS/DEMO PLANC2.1 LAYOUT PLANC3.1 GRADING PLANC4.1 UTILITY PLANC5.1 LANDSCAPE PLANC6.1 DETAILS SHEETC7.1 SWPPPREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C0 COVER.DWG2/16/2018 9:31:40 AM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:AC ACRESASPH ASPHALTBK BOOKCONC CONCRETED DEEDED DISTANCEEX EXISTINGENCL ENCLOSUREFF FINISHED FLOORFL FLOW LINEFRAC FRACTIONALM MEASURED DISTANCEMH MANHOLEOPC ORANGE PLASTIC CAPP PLATTED DISTANCEPG PAGEPOB POINT OF BEGINNINGPOC POINT OF COMMENCEMENTPRA PREVIOUSLY RECORDED ASPUE PUBLIC UTILITY EASEMENTROW RIGHT OF WAYRPC RED PLASTIC CAPSF SQUARE FEETSAN SANITARYTYP TYPICALYPC YELLOW PLASTIC CAPN NORTHS SOUTHE EASTW WESTPROPERTY DESCRIPTION:LOT 1 PRAIRIE CROSSING PLAT 6, AN OFFICIAL PLAT, CITY OF WAUKEE,DALLAS COUNTY, IOWA.ADDRESS:655 EAST HICKMAN ROADWAUKEE, IOWA 50263OWNER:VERIDIAN CREDIT UNIONCONTACT: MARK KOPPEDRYER5805 ROCKWELL DR NECEDAR RAPIDS, IA 52402PH: (319)236-5680PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (515)225-1450ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C1-B COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTSETBACKS: FRONT = 50 FEET SIDE = 20 FEET, 40 FEET IF ADJ. R DISTRICT REAR = 50 FEETMAX. NUMBER OF STORIES = 3 STORIESMAX. BLDG. HEIGHT = 50 FEETPARKING REQUIREMENTS:REQUIRED PARKING (3 PER 1,000 SF @ 4,065 SF) = 13 STALLS & 3 QUEUING SPACES PER DRIVE-THRU = 12 STALLS TOTAL REQUIRED = 25 STALLSPROPOSED PARKING = 49 STALLS (INCL. 2 ADA)OPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 75,718 SF = 1.74 ACRESMIN. OPEN SPACE = 15,143 SF (20.0%)EXISTING OPEN SPACE = 63,872 SF (84.4%)EXISTING IMPERVIOUS = 11,846 SF (15.6%)PROPOSED OPEN SPACE = 22,638 SF (29.9%)PROPOSED IMPERVIOUS = 53,080 SF (70.1%)BENCHMARK:CUT "X" ON NORTHEAST BOLT ON BASE OF COKE CLOCK LOCATED ATSOUTHEASTERY CORNER OF HIGHWAY #6 AND ALICE'S ROADELEVATION = 1034.63 (CITY OF WAUKEE DATUM)UTILITY CONFLICT NOTES:1. UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1. BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1. FUTURE CONDITIONS, INCLUDING PRIVATE DRIVES & OFFSITE GRADING, ARE BASED ONPRELIMINARY PLAT & CONSTRUCTION DRAWINGS FOR PRAIRIE CROSSING PLAT 6 PREPAREDBY CEC.2. ASBUILT SURVEY OF SUBJECT PROPERTY PREPARED 01/31/18 BY BISHOP ENGINEERING.GENERAL NOTES:1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIEDBY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED ATTHE CONTRACTORS EXPENSE.4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANSSHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5. ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILLBE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."6. BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDINGFOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, ORFACILITIES.8. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HASBEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9. LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLESOF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FORPUBLIC IMPROVEMENTS.10. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12. THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITHOWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OFNATURAL RESOURCES AND THE CITY OF WAUKEE.13. GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS,CITY OF WAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14. THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULTOF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENTPROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16. DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTEAREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17. ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18. ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITINGFROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20. PROPOSED BUILDING AND/OR MONUMENT SIGNAGE WILL REQUIRE A SEPARATE APPROVAL & PERMIT FROM THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.21. THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCTION MEETING WITH THE WAUKEE ENGINEERING SERVICESDEPARTMENT ONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKENDOR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23. ALL OFFSITE ESTABLISHED LAWNS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SOD AND WATERED UNTILESTABLISHED.24. TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.25. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDING COMMENCES. THE FIREAPPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEETOF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASUREDBY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY.PAVING NOTES:1. THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THEPAVING AS POSSIBLE. ALL AREAS SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT VERSION OF SUDAS.2. SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVEDSOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3. SEE DETAILS FOR ALL PAVEMENT THICKNESS.4. ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) ASPER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5. ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THEPLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A.CODES ARE MET.6. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.7. THE CITY OF WAUKEE IS NOT LIABLE FOR PAVEMENT REPLACEMENT THAT IS LOCATED WITHIN A PUBLIC SANITARY SEWER EASEMENT.UTILITY NOTES:1. QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCEONLY.2. THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATIONOF ALL SERVICES.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITHAS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TOPERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTILISSUES HAVE BEEN RECTIFIED.4. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING ANDPROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWEREDIN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTSSHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5. ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED,REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, ANDSHOULD BE NOTED ON ALL AS-BUILTS..6. ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3 FOOTWIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITHRF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7. ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8. SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%.SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OFCOMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9. MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES.TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESSOTHERWISE APPROVED BY JURISDICTION.10. WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11. THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TOWATERMAIN CONSTRUCTION.12. PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THEFILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.13. TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERYHYDRANT.14. ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT)ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHENTHE BAGS CAN BE REMOVED.15. THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16. ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17. CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINK SEAL.18. CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE PUBLICWORKS DEPARTMENT.19. ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING AND TELEVISING.THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TO THE CITY OFWAUKEE ENGINEERING DEPARTMENT.
SEX SAN MHRIM=1038.06FL(W)=1010.58FL(E)=1010.97SEX SAN MHRIM=1037.55FL(N)=1014.13FL(W)=1011.80FL(E)=1011.93DEX STORM MHRIM=1037.59FL(S)=1032.32FL(E)=1032.22DEX STORM MHRIM=1032.79INLET(ALL SIDES)=1031.5±FL(N)=1028.66DEX STORM MHRIM=1031.52FL(E)=1028.95FL(S)=1028.37FL(W)=1028.25SEX SAN MHRIM=1032.96FL(S)=1015.80DEX STORM MHRIM=1033.24FL(W)=1028.83FL(E)=1028.70HYDHYDEX. HYDRANTTBM: BURY BOLTELEV=1032.90EX 18" RCP FESFL=1028.07WVWVWVHYDW
SOWVEX INTAKET/C=1037.38SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
ST 18"ST 18"ST18"ST18"ST18"STEX. SANDF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"PER AUREON SERVICESUTILITY MAPS1035103
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1
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1036
LOT 21035103610371038EX. ACC TRAILEX. PCC TRAILEX. PCCW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"OUTLOT YEX. ROCK1038103710361035
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1035
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10351035103810391036EX. INTAKE (NOT FINISHED)GR=1033.29 (PER PLAN)FL(E,W)=1028.83ST15"ST15"EX. INTAKE (NOT FINISHED)GR=1033.29 (PER PLAN)FL(E)=1029.55EX. INTAKE (BURIED)GR=1031.62 (PER PLAN)EX. INTAKE (BURIED)GR=1031.62 (PER PLAN)WVCOORD. CURB OPENINGSW/ DEVELOPER'S PAVINGCONTRACTORCOORD. CURB OPENINGSW/ DEVELOPER'S PAVINGCONTRACTOR54'54'REMOVE EX. ROCK &SAND STOCKPILESOWNER SHALL COORD. STOCKPILEREMOVAL W/ DEVELOPER, AREATO BE REGRADED BY DEVELOPERTO MATCH APPROVEDCONSTRUCTION PLANS BY OTHERSEXIST. CONDITOINS/DEMO PLANC1.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE02010 2040M:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C1 DEMO.DWG2/16/2018 9:32:31 AM SURVEY NOTES:1. FUTURE CONDITIONS, INCLUDING PRIVATE DRIVES & OFFSITEGRADING, ARE BASED ON PRELIMINARY PLAT & CONSTRUCTIONDRAWINGS FOR PRAIRIE CROSSING PLAT 6 PREPARED BY CEC.2. ASBUILT SURVEY OF SUBJECT PROPERTY PREPARED 01/31/18BY BISHOP ENGINEERING.
VITREOUS CHINALAVATORYPENNINGTONK-2196-8
PAPAPAPADSDSVITREOUS CHINALAVATORYPENNINGTONK-2196-8
ADA SIGNADA RAMPPROPOSED PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)TRASH ENCLOSURE(REF. DETAIL, C6.1)7" PCC
TURNED DOWN WALKTURNED DOWN WALK CANOPY ABOVE(REF. ARCH.)6" PCC MEDIANS INDRIVE-THRU AREA, TYP.5" PCC WALKADA RAMPPROPOSED PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)PROPOSED PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)TURNED DOWN WALK
91010128GMPROPOSEDVERIDIAN CREDIT UNION5,965 S.F. (INCL. CANOPY)FF = 1035.0012.0'4.0'30.0'4.0'11.0'13.0'7.0'42.0'7.0'13.0'11.0'4.0'30.0'4.0'12.0'11.3'2.0'45.3'2.0'11.3'5" PCC WALKCOCOT 5'10.56'10'24.5'6'18'24'18'13.49'13.46'13.5'8'9'9'9'9'18'24'6'18'24'18'6'9'9'9'9'9'9'9'54'54'R15'R1
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Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE02010 2040M:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C2 LAYOUT.DWG2/16/2018 9:33:21 AM
VITREOUS CHINALAVATORYPENNINGTONK-2196-8
PAPAPAPADSDSVITREOUS CHINALAVATORYPENNINGTONK-2196-8
1.5%4.6%2.0%
1.5%GMPROPOSEDVERIDIAN CREDIT UNION5,965 S.F. (INCL. CANOPY)FF = 1035.00COCOT1032.12T/C EX1031.62G EX(PER PLAN)1032.15T/C EX1031.65G EX(PER PLAN)1032.45T/C EX1031.95G EX(PER PLAN)1033.05T/C EX1032.55G EX(PER PLAN)1033.35T/C EX1032.85G EX(PER PLAN)1032.30G1032.40G1032.25G1032.35G1032.60T/C1032.10G1032.95G1032.95G1032.90G1032.90G1035.001034.901034.391034.30G1034.80T/C1034.30G7.1%1.5%1034.80T/C1034.30G1034.10G1034.05G1034.20G1034.50T/C1034.00G1034.35T/C1033.85G1033.90T/C1033.40G1034.45T/C1033.95G1033.00G1033.80T/C1033.30G1033.90T/C1033.40G1034.00T/C1033.50G4.0%1034.001034.103.5%1035.001034.501034.891034.891033.90T/C1033.40G1033.00G1034.00T/C1033.50G1034.25T/C1033.75G1034.60T/C1034.10G1034.50T/C1034.00G1034.35T/C1033.85G1034.45T/C1033.95G1034.55T/C1034.05G1034.65T/C1034.15G1034.35T/C1033.85G1034.45T/C1033.95G1034.55T/C1034.05G1034.65T/C1034.15G1034.75T/C1034.25G1034.75T/C1034.25G1033.95T/C1033.45G1033.75G1033.30G1033.75T/C1033.25G1033.60G1034.25T/C1033.75G1034.25T/C1033.75G1034.50T/C1034.00G1033.75T/C1033.25G1033.85T/C1033.35G1034.00T/C1033.50G1033.951034.601034.25T/C1033.75G1034.00T/C1033.50G103450T/C1034.00G1035.00T/C1034.50G1034.20G1034.40T/C1033.90G1034.75T/C1034.25G1034.10T/C1033.60G1034.20T/C1033.70G1033.75T/C1033.25G1032.75G1033.275T/C1033.25G1033.60T/C1033.10G1033.80T/C1033.30G1034.00T/C1033.50G1033.30G1033.80T/C1033.30GU/EU/EU/EG G G 1032.611032.661032.711032.661032.761032.711032.761032.811.0%6.0%6.0%1.0%1.0%1.0%
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1.0%6.0%6.0%1.0%1.0%1033.45 (PER PLAN)1033.53 (PER PLAN)1033.56 (PER PLAN)1034.10T/C1033.60G1034.161034.111034.05T/C1033.55G1.0%1.0%1.0%1.0%5.8%
6.8%1034.00T/C1033.50G1033.50G1033.75T/C1033.25G1033.75T/C1033.25G1037.97EX±1037.93EX±1034.25T/C1033.75G1033.95T/C1033.45G1033.50T/C1033.00G1033.601033.95T/C1033.45G1034.011034.061034.00T/C1033.50G1.0%1.0%1.0%1.0%6.6%
5.7%1032.90T/C1032.40G1033.051033.151032.65T/C EX1032.15G EX(PER PLAN)1033.201033.301032.80T/C EX1032.30G EX(PER PLAN)103210331032
1035103
6
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0
3
3
1
0
3
3
100-YR PONDINGELEV=1032.27100-YR PONDINGELEV=1033.25100-YR PONDINGELEV=1033.28100-YR PONDINGELEV=1033.04OVERFLOWROUTE, TYP.1033.60GOVERFLOWROUTE, TYP.1032.00100-YR PONDINGELEV=1031.52OWNER SHALL COORD. STOCKPILEREMOVAL W/ DEVELOPER, AREATO BE REGRADED BY DEVELOPERTO MATCH APPROVEDCONSTRUCTION PLAN BY OTHERS1
0
3
7 2.0%D1032.401032.4710331034.751034.501034.752.0%1034.651034.352.0%1034.2510341034103410341034
1034103
4
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1.0%
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1.0%7.1%7.1%1.0%1.0%1.5%2.0%
5:1
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SOWVSAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
ST 18"ST 18"ST18"ST18"ST18"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"1035103
4
1
0
3
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5
1034103710381037
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1
0
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SAN18"SAN18"SAN18"SAN18"HICKMAN ROAD(PUBLIC ROADWAY)PRIVATE DRIVE NE VENTURE DRIVE(PRIVATE DRIVE)50' BUILDING SETBACKEX. ACC TRAIL1035
1036 1035103610371038EX. ACC TRAILEX. PCC TRAILEX. PCCW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"1038103710361035
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103
2
1032
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10351035103810391036ST15"ST15"WVGRADING PLANC3.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE02010 2040GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C3 GRADING.DWG2/16/2018 9:34:11 AM TOPSOIL NOTES:1. STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2. RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS;REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS,WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGNMATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
VITREOUS CHINALAVATORYPENNINGTONK-2196-8
PAPAPAPADSDSVITREOUS CHINALAVATORYPENNINGTONK-2196-8
GMPROPOSEDVERIDIAN CREDIT UNION5,965 S.F. (INCL. CANOPY)FF = 1035.00COCOR150'NEW TRANSFORMER(COORD. W/ MIDAMERICAN)T50 LF-8" DRAIN LINE @ S=1.00%,FOR DOWNSPOUT CONNECTIONS,(REF. ARCH. FOR EXACT LOCATIONS)200 LF-8" DRAIN LINE @ S=0.50%FOR DOWNSPOUT CONNECTIONS(REF. ARCH. FOR EXACT LOCATIONS)CONNECT TO EX. 6" SAN. STUBSAN. CO #1RIM=1033.25INV(NW)=1016.00INV(E)=1015.20±(FIELD VERIFY)REMOVE TEMP. BLOW OFF HYD.& CONNECT TO EX. 6" WATERSTUB W/ 6"x2" REDUCER(FIELD VERIFY)68 LF-2" WATER MAIN
76 LF-6" SAN. SWR.@ S=10.00%20 LF-6" SAN. SWR.@ S=10.00%INV=1025.60(REF. PLUMBING FOR CONT.)2" VALVE(REF. PLUMBING FOR CONT.)NEW STRUCT. #A1SW-503 INTAKET/C=1032.60G=1032.10FL(NW)=1028.82FL(E,S)=1028.9220 LF-18" RCP@ S=0.30%CRITICAL CROSSING:BOT. STORM=1029.2TOP WATER=1027.2SAN. CO #2RIM=1034.25INV= 1023.60CONNECT TO STORM SEWERWITH INSERTA-TEEFL(E,W)=1029.10CORE DRILL W/SOIL TIGHT SEALFL(SE)=1028.76170 LF-15" RCP @ S=0.30%NEW STRUCT. #A2SW-511 INTAKEG=1033.00FL(W)=1029.42FL(S)=1029.5280 LF-15" RCP @ S=0.30%NEW STRUCT. #A3SW-511 INTAKEG=1033.00FL(N)=1029.76107 LF-15" RCP @ S=0.30%NEW STRUCT. #A4SW-511 INTAKEG=1033.00FL(E)=1029.34FL(N)=1029.24INV(N,S)=1014.77CRITICAL CROSSING:BOT. STORM=1029.6TOP SAN=1019.7U/EU/EU/EG G GNEW GAS METER(COORD. W/ CITY OF WAUKEE)NEW GAS SERVICE(COORD. W/ CITY OF WAUKEE)103210331032
1035103
6
1035
1
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1
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3
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4
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1035NEW ELEC. SERVICE(COORD. W/ MIDAMERICAN)1036NEW LIGHTPOLE, TYP.NEW LIGHTPOLE, TYP.SEX SAN MHRIM=1038.06FL(W)=1010.58FL(E)=1010.97SEX SAN MHRIM=1037.55FL(N)=1014.13FL(W)=1011.80FL(E)=1011.93DEX STORM MHRIM=1037.59FL(S)=1032.32FL(E)=1032.22DEX STORM MHRIM=1032.79INLET(ALL SIDES)=1031.5±FL(N)=1028.66DEX STORM MHRIM=1031.52FL(E)=1028.95FL(S)=1028.37FL(W)=1028.25SEX SAN MHRIM=1032.96FL(S)=1015.80DEX STORM MHRIM=1033.24FL(W)=1028.83FL(E)=1028.70HYDHYDEX. HYDRANTTBM: BURY BOLTELEV=1032.90EX 18" RCP FESFL=1028.07WVWVWVHYDWSOWVEX INTAKET/C=1037.38SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
ST 18"ST 18"ST18"ST18"ST18"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"1035103
4
1
0
3
3 1032103310321035 1036103
5
1034103710381037
10341034
1
0
3
21035103610361039
SAN18"SAN18"SAN18"SAN18"HICKMAN ROAD(PUBLIC ROADWAY)PRIVATE DRIVE NE VENTURE DRIVE(PRIVATE DRIVE)50' BUILDING SETBACKEX. ACC TRAIL1035
1036 1035103610371038EX. ACC TRAILEX. PCC TRAILEX. PCCW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"1038103710361035
W8"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"EX. STOCKPILE
1035
10361036 10321033103410351035 1031
103
2
1032
1031
1031
1030
10351035103810391036EX. INTAKE (NOT FINISHED)GR=1033.29 (PER PLAN)FL(E,W)=1028.83ST15"ST15"EX. INTAKE (NOT FINISHED)GR=1033.29 (PER PLAN)FL(E)=1029.55EX. INTAKE (BURIED)GR=1031.62 (PER PLAN)EX. INTAKE (BURIED)GR=1031.62 (PER PLAN)WVUTILITY PLANC4.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE02010 2040M:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C4 UTILITY.DWG2/16/2018 9:35:01 AM UTILITY NOTES:1. ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2. ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3. FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4. TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.5. ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.
VITREOUS CHINALAVATORYPENNINGTONK-2196-8
PAPAPAPADSDSVITREOUS CHINALAVATORYPENNINGTONK-2196-8
GMPROPOSEDVERIDIAN CREDIT UNION5,965 S.F. (INCL. CANOPY)FF = 1035.00COCOTU/EU/EU/EG G G DSSDDDHYD
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ST 18"ST 18"ST18"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OST15"ST15"ST15"ST15"ST15"ST15"1035103
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1
0
3
3 1032103310321035 1036103
5
10341037103810371034
1
0
3
210351036
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1039SAN18"HICKMAN ROAD(PUBLIC ROADWAY)PRIVATE DRIVE NE VENTURE DRIVE(PRIVATE DRIVE)10' GASESMT.(BK. 2017,PG 23437)10' PUE(BK. 2017,PG 23437)15' WATER MAINEASEMENT(BK. 2017,PG23437)50' PUBLIC SAN. SEWEREASEMENT(BK. 2017,PG 23437)6.6' SAN. SEWEREASEMENT(BK 2000,PG2135)16.5' TELECOMEASEMENT(BK. 2006,PG 19329)50' BUILDING SETBACKEX. ACC TRAIL1035103610371038EX. PCC TRAILEX. PCCW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"1038103710361035 ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"EX. STOCKPILE
1035
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1035103510381039ST15"WVBX6KF10BJ8AW7DB8AW7BS1EA5AW5DY6PD11DY3SODSODSODSODSODSODSODSODSODSODSODRO1RO1RO1HB1HB1HB1HB1RO3SH3SH3BS1PD7EXISTING TREESSODSODSODLANDSCAPE NOTES:1. ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2. SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.3. STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4. PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. DO NOT REMOVE ANYTAGS UNTIL AFTER ACCEPTANCE BY OWNER AND/OR OWNER'S REPRESENTATIVE.8. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9. STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10. THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING UTILITIES.11. NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12. ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13. CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14. ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15. ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.
LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE02010 2040DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTH NORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT75,718 SFTOTAL REQUIRED OPEN SPACE (20%)15,143 SFTOTAL OPEN SPACE PROVIDED22, 638 SFTOTAL LANDSCAPE UNITS (1 / 1000 OF OPEN SPACE)16.0TOTAL OVERSTORY REQUIRED (1 PER LANDSCAPE UNIT)16TOTAL PROVIDED(16)TOTAL SHRUBS REQUIRED (1 PER LANDSCAPE UNIT)16TOTAL PROVIDED(33)REQUIRED PARKING LOT PERIMETER OVERSTORY TREES (1 PER 40LF) 90 LF (2 TREES)TOTAL TREES PROVIDED(2)TOTAL SHRUBS PROVIDED FOR SCREENING(22)NOTE: ANY PLANTING SUBSTITUTIONS MUST FIRST BE APPROVED, IN WRITING, BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENTADDITIONAL LANDSCAPE FOUNDATION PLANTINGS MAY BE INSTALLED AT OWNERS DISCRETION UPONCOMPLETION OF THE PROJECT. THESE PLANTINGS WOULD BE ABOVE THE REQUIRED MINIMUMS FOR THESITE.M:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C5 LANDSCAPE.DWG2/16/2018 9:35:52 AM 4" DEEP HARDWOOD MULCH (DO NOTMULCH WITHIN ROCK LANDSCAPE BEDS)PLANTING SCHEDULE4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDO NOT CUT CENTRAL LEADER
DETAILS SHEETC6.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C6 DETAILS.DWG2/16/2018 9:36:12 AM NOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" PCC, 4000 PSI(UNLESS NOTEDOTHERWISE PER PLAN)PAVING & CURB DETAIL5" PCC WALK12"SLOPE 1.5% (DESIRED - 2% MAX)FINISH WITH 3/4" RADIUS TOOLROADWAY PAVEMENT18"(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A12" SUBGRADEPREP.1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" JOINT SEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAWTURNED DOWN WALK DETAILSCALE NONEVARIES, 6" TYPParallel Ramp (if required)StandardSidewalk 1'-0"(typ.)Grade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.Do not exceed 8.3% slope.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 5feet by 5 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.567877568899 5' MIN 5
'
M
INVARIESADA RAMP DETAILSSCALE NONEPROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)6" N-12 HDPE STORM SEWER@ MIN. S=1.00%(LOCATIONS PER PLAN)FLOOR SLABPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSEDFOUNDATION WALL4"MIN.DEPTH VARIES
PER PLANDOWNSPOUT CONNECTION DETAILNOT TO SCALE7.0'TRASH ENCLOSURE DETAILNOT TO SCALE7" PCC PAVEMENT10.0'14'(PER PLAN)REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNREFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNSLOPE10.0'MIN.7" PCC PAVEMENTADA PARKING SIGNNOT TO SCALEMUTCD R7-8 HANDICAPPEDPARKING SIGN WITH $100FINE (TYP)MUTCD R7-8A OR R7-8B'VAN ACCESSIBLE' SIGNFOR SPACE TO LEFT OF 9'WIDE PAINTED STRIPINGAISLE ONLY2" STEEL ROUNDOR SQUARE PIPEP.C.C. FOOTING12"4'-0" (MIN)6'-0" (MIN)NOT TO SCALESEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADCLEANOUT DETAILPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTING
VITREOUS CHINALAVATORYPENNINGTONK-2196-8PAPAPAPADSDSVITREOUS CHINALAVATORYPENNINGTONK-2196-8 GMPROPOSEDVERIDIAN CREDIT UNION5,965 S.F. (INCL. CANOPY)FF = 1035.00COCOTU/EU/EU/EG G G 1032103310321035
103
6
1035
10331033
1
0
3
7 D103310341034103410341034 10341034 1034
1034
1034
1034
1034
10341034
10351036SSDDDSHYDWSO WVSAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN18"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
ST 18"ST 18"ST18"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OST15"ST15"ST15"ST15"ST15"ST15"10351034 1033 1032103310321035 1036103
5
10341037103810371034
10321035103610361039
SAN18"HICKMAN ROAD(PUBLIC ROADWAY)PRIVATE DRIVE NE VENTURE DRIVE(PRIVATE DRIVE)10' GASESMT.(BK. 2017,PG 23437)10' PUE(BK. 2017,PG 23437)15' WATER MAINEASEMENT(BK. 2017,PG23437)50' PUBLIC SAN. SEWEREASEMENT(BK. 2017,PG 23437)6.6' SAN. SEWEREASEMENT(BK 2000,PG2135)16.5' TELECOMEASEMENT(BK. 2006,PG 19329)EX. ACC TRAIL1035103610371038EX. PCC TRAILEX. PCCW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"1038103710361035 ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"EX. STOCKPILE103510361036 10321033103410351035 103110321032103110311030
1035103510381039ST15"WVSTABILIZED CONSTRUCTION ENTRANCE:20'X50'-6" DEEP, 2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BE DISPOSED OFPER FEDERAL AND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSSFSFSFSFSFSFSFSFSFSFSFTOPSOILSTOCKPILE SITE DISHARGE TOREGIONAL BASIN& EVENTUALLYWALNUT CREEKSFSF SFSF
SFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTEMPORARY INLETPROTECTION, TYP.EROSION CONTROLFENCE, TYP.DISTURBED AREASITESWPPPC7.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:VERIDIAN CREDIT UNION
LOT 1 PRAIRIE CROSSING PLAT 6EWM160226CJB02-06-18 CITY SUBMITTAL02-19-18 CITY SUBMITTAL170413PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE03015 3060STORM WATER POLLUTION PREVENTION PLANVICINITY MAPNOT TO SCALEIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELE TELEPHONE LINEF/O FIBER OPTICCATV CABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2017\170413 VERIDIAN CREDIT UNION\DWG\C7 SWPPP.DWG2/16/2018 9:37:02 AM
EROSION CONTROL NOTES:1. SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2. SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4. INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6. OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH SUDAS DURING ALL CONCRETE WORK.8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10. IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11. TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.EROSION CONTROL REMOVAL NOTES:1. AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.TOPSOIL NOTES:1. STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2. RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.QUANTITY ESTIMATE:EROSION CONTROL FENCE700 LFTEMP. INLET PROTECTION6 EASOD (PER LANDSCAPE PLAN) 0.5 ACTEMP. SEEDING 1.5 ACNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGPROPERTY DESCRIPTION:LOT 1 PRAIRIE CROSSING PLAT 6, AN OFFICIAL PLAT, CITY OF WAUKEE,DALLAS COUNTY, IOWA.ADDRESS:655 EAST HICKMAN ROADWAUKEE, IOWA 50263OWNER:VERIDIAN CREDIT UNIONCONTACT: MARK KOPPEDRYER5805 ROCKWELL DR NECEDAR RAPIDS, IA 52402PH: (319)236-5680PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (515)225-1450ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C1-B COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTSETBACKS: FRONT = 50 FEET SIDE = 20 FEET, 40 FEET IF ADJ. R DISTRICT REAR = 50 FEETMAX. NUMBER OF STORIES = 3 STORIESMAX. BLDG. HEIGHT = 50 FEETOPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 75,718 SF = 1.74 ACRESMIN. OPEN SPACE = 15,143 SF (20.0%)EXISTING OPEN SPACE = 63,872 SF (84.4%)EXISTING IMPERVIOUS = 11,846 SF (15.6%)PROPOSED OPEN SPACE = 22,638 SF (29.9%)PROPOSED IMPERVIOUS = 53,080 SF (70.1%)BENCHMARK:CUT "X" ON NORTHEAST BOLT ON BASE OF COKE CLOCK LOCATED ATSOUTHEASTERY CORNER OF HIGHWAY #6 AND ALICE'S ROADELEVATION = 1034.63 (CITY OF WAUKEE DATUM)
1 EAST ELEVATION
1/8" = 1'-0"
STONE VENEER
STONE CAP
BRICK VENEER
GRAY FIBER CEMENT PANELS
METAL COPING
ALUMINUM STOREFRONT WINDOWS
ALUMINUM SUNSHADEALUMINUM SUNSHADEALUMINUM CANOPY
WOOD-LOOK FIBER CEMENT PANELS
ALUMINUM COMPOSITE PANELS
GREEN METAL COPING
4" DEEP BLACK CHANNEL LOGO WITH GREEN
PLEXIGLASS FACE - LED LIT
ALUMINUM STOREFRONT WINDOWS
4" DEEP BLACK CHANNEL LOGO/LETTERS
WITH WHITE PLEXIGLASS FACE - LED LIT
2 NORTH ELEVATION
1/8" = 1'-0"
ALUMINUM CANOPY
ALUMINUM COMPOSITE PANELS
GREEN METAL COPING
BRICK VENEER
GRAY FIBER CEMENT PANELS
STONE VENEER
STONE CAP
WOOD-LOOK FIBER CEMENT PANELS
ALUMINUM SUNSHADE
METAL COPING
GRAY FIBER CEMENT PANELS
EXTERIOR FINISH SELECTIONS:
ANAMOSA LIMESTONE
ROCKFACE - RANDOM BROKEN COURSED ASHLAR
STONE VENEER:
GREEN AT ENTRANCE TOWER.
COLOR TO MATCH CLEAR ANODIZED ALUMINUM ELSEWHERE.
METAL COPING:
COLOR TO MATCH CLEAR ANODIZED ALUMINUM.SCUPPERS / COLLECTOR BOXES / DOWNSPOUTS:
CUT STONE TO MATCH VENEER - SMOOTH FINISH
(CAST STONE TO MATCH VENEER AS ALTERNATE BID)
STONE BANDS/ SILLS:
KAWNEER - CLEAR ANODIZED ALUMINUM.
CLEAR, LOW-E INSULATED GLAZING.
WINDOW FRAMING / GLASS:
WHITE PVC OR TPOMEMBRANE ROOF :
UNITED BRICK & TILE - SMOKED TUDOR 12" UTILITYBRICK VENEER:
NICHIHA - ILLUMINATION SERIES AWP3030
MATCH SHERWIN-WILLIAMS SW7075 WEB GRAY
GRAY FIBER CEMENT PANELS:
NICHIHA - VINTAGE WOOD SERIES AWP3030 - CEDARWOOD-LOOK FIBER CEMENT PANELS:
METAL DESIGN SYSTEMS - CLEAR ANODIZED ALUMINUMALUMINUM COMPOSITE PANELS:
COLOR TO MATCH GREEN COPING AT ENTRANCE TOWER.ALUMINUM SUNSHADES:
COLOR TO MATCH GREEN COPING AT ENTRANCE TOWER.ALUMINUM ENTRANCE CANOPY:
SHERWIN-WILLIAMS - SW7027 WELL-BRED BROWN.BOLLARDS / HOLLOW METAL DOOR AND FRAME:Veridian Credit UnionNew Branch02.01.2018
17076
A201Waukee, Iowa
2 WEST ELEVATION
1/4" = 1'-0"
STONE VENEER
STONE CAP
BRICK VENEER
GRAY FIBER CEMENT PANELS
METAL COPING
ALUMINUM STOREFRONT WINDOWS
ALUMINUM SUNSHADE ALUMINUM SUNSHADE
WOOD-LOOK FIBER CEMENT PANELS
ALUMINUM COMPOSITE PANELS
4" DEEP BLACK CHANNEL LOGO/LETTERS
WITH WHITE PLEXIGLASS FACE - LED LIT
ALUMINUM SUNSHADE
1 SOUTH ELEVATION
1/8" = 1'-0"
ALUMINUM CANOPY
ALUMINUM COMPOSITE PANELS
GREEN METAL COPING
4" DEEP BLACK CHANNEL LOGO WITH GREEN
PLEXIGLASS FACE - LED LIT
ALUMINUM STOREFRONT WINDOWS
ALUMINUM SUNSHADE
BRICK VENEER
4" DEEP BLACK CHANNEL LOGO/LETTERS
WITH WHITE PLEXIGLASS FACE - LED LIT
STONE VENEER
STONE CAP
WOOD-LOOK FIBER CEMENT PANELS
ALUMINUM SUNSHADE
METAL COPING
ALUMINUM STOREFRONT WINDOWS
GRAY FIBER CEMENT PANELS
ALUMINUM SUNSHADE
EXTERIOR FINISH SELECTIONS:
ANAMOSA LIMESTONE
ROCKFACE - RANDOM BROKEN COURSED ASHLAR
STONE VENEER:
GREEN AT ENTRANCE TOWER.
COLOR TO MATCH CLEAR ANODIZED ALUMINUM ELSEWHERE.
METAL COPING:
COLOR TO MATCH CLEAR ANODIZED ALUMINUM.SCUPPERS / COLLECTOR BOXES / DOWNSPOUTS:
CUT STONE TO MATCH VENEER - SMOOTH FINISH
(CAST STONE TO MATCH VENEER AS ALTERNATE BID)
STONE BANDS/ SILLS:
KAWNEER - CLEAR ANODIZED ALUMINUM.
CLEAR, LOW-E INSULATED GLAZING.
WINDOW FRAMING / GLASS:
WHITE PVC OR TPOMEMBRANE ROOF :
UNITED BRICK & TILE - SMOKED TUDOR 12" UTILITYBRICK VENEER:
NICHIHA - ILLUMINATION SERIES AWP3030
MATCH SHERWIN-WILLIAMS SW7075 WEB GRAY
GRAY FIBER CEMENT PANELS:
NICHIHA - VINTAGE WOOD SERIES AWP3030 - CEDARWOOD-LOOK FIBER CEMENT PANELS:
METAL DESIGN SYSTEMS - CLEAR ANODIZED ALUMINUMALUMINUM COMPOSITE PANELS:
COLOR TO MATCH GREEN COPING AT ENTRANCE TOWER.ALUMINUM SUNSHADES:
COLOR TO MATCH GREEN COPING AT ENTRANCE TOWER.ALUMINUM ENTRANCE CANOPY:
SHERWIN-WILLIAMS - SW7027 WELL-BRED BROWN.BOLLARDS / HOLLOW METAL DOOR AND FRAME:Veridian Credit UnionNew Branch02.01.2018
17076
A202Waukee, Iowa
Veridian Credit Union
New Branch02.01.201817076A203Waukee, Iowa1PERSPECTIVE FROM SENO SCALE
Veridian Credit Union
New Branch02.01.201817076A204Waukee, Iowa1PERSPECTIVE FROM SENO SCALE
2'-4"4'-8"10'-0"7'-0"STONE VENEERSTONE BANDBRICK VENEERSTONE CAP2'-4"4'-8"2'-10"8'-4"2'-10"14'-0"7'-0"STONE VENEERSTONE BANDBRICK VENEERSTONE CAPPAINTED STEELDOORS2'-4"4'-8"14'-0"7'-0"STONE VENEERSTONE BANDBRICK VENEERSTONE CAPDUMPSTER ENCLOSURE - FRONT1/4"=1'-0"02.01.201817076
A205DUMPSTER ENCLOSURE - BACK1/4"=1'-0"DUMPSTER ENCLOSURE - SIDES1/4"=1'-0"Veridian C.U.Waukee Branch
3'-4"6'-8"1'-8"
11'-8"8"1'-4"10'-0"1'-4"8"14'-0"STONE VENEERSTONE BANDBRICK VENEERSTONE CAPSIGNAGE COMPONENTALUMINUM CABINET WITH SEAMLESS ALUMINUM FACELOGO 4" DEEP BLACK ALUMINUM WITH WHITE PLEXIGLASS FACELED LITTEXT: 38" THICK ALUMINUMON ALUMINUM CABINET - UNLITSIGN END VIEW3'-4"6'-8"1'-8"
11'-8"MONUMNET SIGN FACE1/4"=1'-0"02.01.201817076
A206MONUMNET SIGN ENDS1/4"=1'-0"Veridian C.U.Waukee Branch