HomeMy WebLinkAbout2019-05-20-J05 Lot 1 Westgate Business Park Plat 3 - Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 20, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 1 of
Westgate Business Park Plat 3 (1040 SE Frontier Avenue)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Pro-Line Development LLC requests approval of a site
plan to allow for the construction of a multi-tenant office/warehouse building.
The site plan identifies the proposed building as being approximately 19,800
square feet in area. The subject property is located west of SE Alice’s Road
and south of SE Frontier Avenue.
The applicant has provided elevations for the proposed building on the site,
which meets the intent of the architectural guidelines within the Site Plan
Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the May 14, 2019 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Lot 1 of Westgate Business Park Plat 3 (1040 SE Frontier Avenue)
City Planner, Melissa DeBoer introduced the request for approval of a site plan as submitted by the
applicant, Pro-Line Development LLC, for a multi- tenant commercial building. The subject property
is located west of SE Alice’s Road and south of SE Frontier Avenue, containing approximately 1.24
acres.
Mrs. DeBoer explained that the project involves the construction of a two-story, multi-tenant
office/warehouse building that is proposed to be approximately 19,800 square feet in area, with six
potential tenant spaces. A trash enclosure is shown to the southwest of the building and a monument
sign is shown to be located at the northeast corner of the site. All public utilities are available to the
site and storm water detention will be managed by the area intakes.
Mrs. DeBoer advised there are two shared access pointed to the site, one off of SE Frontier Avenue
and one off of SE Alice’s Road. A five foot wide sidewalk will be constructed on the north side of the
site. All parking, landscape and open space requirements have been met.
At this time staff would recommend approval of the site plan for Lot 1, Westgate Business Park Plat 3
subject to any remaining staff comments.
J5
Commissioner Hoifeldt questioned what was in the enclosed area at the southeast corner of the
building. A representative of the applicant advised it was screened for outdoor storage, it is a PVC
privacy fence.
Commissioner Hoifeldt questioned what the bump out on the west side of the building was. A
representative of the applicant advised it was the fire riser room.
Commissioner Streit verified if the layout of this building would be similar to the nearby project on SE
Alice’s Road. A representative of the applicant advised that was correct.
Commissioner Hoifeldt moved to approve a site plan for Lot 1, Westgate Business Park Plat 3 (1040
SE Frontier Avenue). The motion was seconded by commissioner Broderick. Ayes: Streit, Broderick,
Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR LOT 1 OF WESTGATE BUSINESS PARK PLAT 3
(1040 SE FRONTIER AVENUE)
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 Lot 1 of Westgate Business Park Plat 3, subject to remaining staff comments on
May 14, 2019; AND,
WHEREAS, the Site Plan for Lot 1 of Westgate Business Park Plat 3 is in general conformance
with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal
Code; AND,
WHEREAS, the Site Plan for Lot 1 of Westgate Business Park Plat 3 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 20th day of May, 2019 that the Site Plan for Lot 1 of Westgate Business Park Plat 3 is
approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Lot 1, Westgate Business Park Plat 3
– Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: May 9, 2019
MEETING DATE: May 14, 2019
GENERAL INFORMATION
Applicant/Owner: Pro-Line Development LLC
Project Manager: Chuck Bishop, P.E. – Bishop Engineering
Request: The applicant is requesting approval of a site plan
for a multi-tenant commercial building.
Location and Size: Property is located west of SE Alice’s Road and
south of SE Frontier Avenue, containing
approximately 1.24 acres.
Property Address: 1040 SE Frontier Avenue
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
May 10, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Community Commercial M-1A / PD (Limited Industrial
District / Planned
Development District)
North Retail / Business Park Community Commercial M-1 / PD (Light Industrial
District / Planned
Development District)
South Fireplace and Stone Center Community Commercial M-1A / PD (Limited Industrial
District / Planned
Development District)
East Multi-tenant Commercial Community Commercial M-1A / PD (Limited Industrial
District / Planned
Development District)
West Plumb Supply Community Commercial M-1A / PD (Limited Industrial
District / Planned
Development District)
PROJECT DESCRIPTION
The project involves the construction of a two-story, multi-tenant office/warehouse building that is proposed
to be approximately 19,800 square feet in area. The proposed building identifies six potential tenant spaces. A
trash enclosure is shown to the southwest of the building. A monument sign is shown to be located at the
northeast corner of the site.
ACCESS AND PARKING
There will be two shared access points to this site. One access will be provided off of SE Frontier Avenue and
one off of SE Alice’s Road. These accesses also serve the surrounding properties.
The parking ordinance requires 3 parking spaces per 1,000 square feet of gross floor area for office and 1
parking space per 1,000 square feet of gross floor area for warehouse. The proposed building includes 6,600
square feet of office space and 13,200 square feet of warehouse space which requires a total of 34 parking
spaces. The site plan identifies a total of 37 parking spaces being provided, which meets the parking
requirements of the ordinance.
SIDEWALKS/TRAILS
A five foot wide sidewalk will be constructed on the north side of the site along SE Frontier Avenue. A
sidewalk connection is provided into the site from the public sidewalk.
UTILITIES
All utilities will be provided to this site. Sanitary sewer, water, and gas services are provided off of SE Frontier
Avenue. Storm water will be collected in area intakes.
LANDSCAPING & OPEN SPACE
A minimum of 15% of the project area is required to be open space. The total amount of open space
proposed is 23%. The applicant has provided the required amount of plantings per the landscaping ordinance.
May 10, 2019
3 of 3
ELEVATIONS
The elevations are proposed to be constructed of stone veneer, EIFS, aluminum storefront system, and metal.
The roof is proposed to be metal. The proposed trash enclosure will be constructed of the stone veneer to
match the building.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Lot 1, Westgate Business Park Plat 3 subject to remaining staff
comments.
SITEPRO-LINE BUILDERS SITE PLANLOT 1 WESTGATE BUSINESS PARK PLAT 3IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 1 WESTGATE BUSINESS PARK PLAT 3, AN OFFICIAL PLAT NOW INCLUDED INAND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.SITE AREA:53,994 S.F (1.24 ACRES) MORE OR LESSADDRESS:1040 SE FRONTIER AVEWAUKEE, IA 50263OWNER / PREPARED FOR:PRO-LINE DEVELOPMENT LLCCONTACT: WILLIAM MASCHMEIER1214 IRON STREETKELLOGG, IA 50135PH: (641)-990-3487ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:PD DISTRICT W/ UNDERLYING M-1A LIGHT INDUSTRIALBUILDING SETBACKS: FRONT = 30 FEET SIDE = NONE REAR = 35 FEETBUILDING INFORMATION:PROPOSED MAX. BUILDING HEIGHT = 26'-0"BUILDING CONSTRUCTION = STEEL FRAMEPARKING REQUIREMENTS: REQUIRED PARKING: OFFICE (3 PER 1,000 SF @ 6,600 SF) = 20 STALLS WAREHOUSE (1 PER 1,000 SF @ 13,200 SF) = 2 STALLS TOTAL REQUIRED = 22 STALLS PROPOSED PARKING = 37 STALLS (INCL. 2 ADA)OPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 53,994 S.F (1.24 ACRES)REQUIRED OPEN SPACE = 8,100 S.F. (15.0%)EXISTING OPEN SPACE = 49,983 S.F. (92.6%)EXISTING IMPERVIOUS = 4,011 S.F (7.4%) (INCL. LOT 2 IMPROVEMENTS)PROPOSED OPEN SPACE = 12,253 S.F. (22.7%)PROPOSED IMPERVIOUS = 41,741 S.F. (77.3%)BENCHMARK:SITE BM #1BURY BOLT ON HYDRANT LOCATED ON THE NORTH SIDE OF SE FRONTIER AVEACROSS FROM LOT 1 WESTGATE BUSINESS PARK PLAT 3.ELEV=1041.54SITE BM #BURY BOLT ON HYDRANT LOCATED ON THE NORTH SIDE OF SE FRONTIER AVEACROSS FROM LOT 2 WESTGATE BUSINESS PARK PLAT 3.ELEV=1045.66VICINITY MAPNOT TO SCALE:COPYRIGHT 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 ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE 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 7DENOTES 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:C0.1COVER SHEETC1.1EX. COND. / DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPREFERENCE 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C0 COVER.DWG5/2/2019 10:40:18 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:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTUTILITY 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 EXISTING UTILITY AND PROPOSEDCONSTRUCTIONWETLAND 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.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND CURRENTEDITION OF SUDAS STANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TOCOMMENCING 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 REPAIREDAT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESEPLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTIONWILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCEWITH 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 INPROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORMSEWER, OR FACILITIES.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 FORSEPARATELY.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 WORKWITH OWNER 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 THERESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO 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. PROVIDEWASTE AREAS 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 INWRITING FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THEWAUKEE DEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCION MEETING WITH THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT ONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE ENGINEERING DEPARTMENT OF ANY PLANNED WEEKEND ORHOLIDAY 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 FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING ASSOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION503.2 AND THIS SECTION AND SHALL EXTEND TO WITHIN 100 FEET (45 720 MM) OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONSOF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OFTHE BUILDING OR FACILITY.26.PROPOSED MONUMENT SIGN MUST BE APPROVED UNDER A SEPARATE PERMIT.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.APPROVED SOILS 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 BETWEENTHE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGA.D.A. CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUETO OPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPOOF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTINGBISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDSHAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPOSURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TOPROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNERREQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, AND SHOULD BE NOTED ON ALLAS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3 FOOT WIDE CLAY WATERSTOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONSSHALL 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 SHALLMAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOILBETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THESANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BYJURISDICTION.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 TO WATERMAINCONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THEWATER 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 EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT ISINSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE 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 ENGINEERINGDEPARTMENT.19.CONTRACTOR SHALL ENSURE THAT CONCRETE SLURRY FROM CONCRETE OPERATIONS AND WET SAW CUTTING ISNOT ALLOWED TO ENTER ANY STORM SEWER, DRAINAGE DITCH OR WATER OF THE STATE.SCHEDULE ESTIMATE:BEGIN CONSTRUCTION - MAY 2019COMPLETE CONSTRUCITON - DEC. 2019
SEX SAN MHRIM=1044.48INV(S)=1036.57INV(NE)=1036.48SEX SAN MHRIM=1047.95INV(E)=1035.44INV(W)=1035.46SEX SAN MHRIM=1045.27INV(E)=1034.02INV(N)=1034.00SEX SAN MHRIM=1044.46INV(S)=1033.77INV(W)=1033.67EX INTAKERIM=1043.64DEX STORM MHRIM=1044.44FL(W)=1040.19DEX STORM MHRIM=1041.14FL(N)=1038.13FL(E)=1036.50FL(W)=1036.48HYDTBM: ARROW ON HYDRANTELEV=1047.20HYDTBM: BURY BOLTELEV=1041.54HYDTBM: BURY BOLTELEV=1045.6620" COTTONWOODEMTGVF/OF/OWVCOFF=1041.82WSOGMWVWVWVWVWVWVWVWVWVGMU/EU/EF/O F/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OU/E U/E
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O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)60' ROW
U/EU/E
SE ALICES ROAD
(PUBLIC STREET - CONC SURFACE)104110421043
1044
1
0
4
5
10451044
104610451044104310431044 1041 10401041104210431044104510461045U/E
U/EU/E
EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982
30' BUILDING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK35' BUILDING SETBACK
W8"W8"W8"W8"
W8"W6"W6"W6"W6"W6"EX. 15' SAN.SEWEREASEMENT(PRIVATE)BK 2007, PG 16984EX. 10' PUEBK 2000, PG 12290
EX. 10' PUEBK 2000, PG 12290SAN8"SAN8"35' BUILDING SETBACKEX. 20' WATER MAINEASEMENT(PRIVATE)BK 2017,PG 23408
EX. 30' INGRESS / EGRESS& PRIVATE WATER MAINEASEMENTBK 2007,PG 16982BK 2017,PG 23408EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982LOT 2WESTGATE BUSINESS PARK PLAT 2OWNER: S&P DEVELOPMENT, LLCZONED: M1-A SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN 6"EX. SAN MHRIM=1045.00INV(N)=1033.80INV(S)=1034.00(PER PLAN, NOTFIELD LOCATED)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGGGGGGGU/EU/EU/EU/EEX CONC DRIVEEX ROCK EXISTING BUILDING
LOT 3WESTGATE BUSINESS PARK PLAT 3OWNER: DJN, LLCZONED: M1-AEXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)100' R.O.W.LOT 21WESTGATE BUSINESS PARK PLAT 2ZONED: M1-ALOT 22WESTGATE BUSINESS PARK PLAT 2ZONED: M1-ALOT 23WESTGATE BUSINESS PARK PLAT 2ZONED: M1-A1047104610451044EX. 43' MIDAMERICAN ENERGYELEC. LINE EASEMENT(PUBLIC) BK 2000, PG 1229010411040EX CURBCUT=1042.8610471
0
4
6 1045EX CONC.EX CONC.LOT 1WESTGATE BUSINESS PARK PLAT 3ZONED: M1-ALOT 2WESTGATE BUSINESS PARK PLAT 3ZONED: M1-A(PER CITY MAP)G
F/OEX. 20'x20'WATER MAINEASEMENTBK 2000, PG 12285ST 15"FL=1038.53(PER PLANS)1041104110421041
10431042XXXXXXXXXXPROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)STST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DST12"ST36"ST36"ST36"ST36"ST36"ST36"TGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)SAN6"COPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)HYDW8"ST6"ST6"HYDWV 1043104410451045104510461045104510461046104510461044GRIND DOWN EXISTING CURBFOR DRIVE CONNECTIONSAWCUT & REMOVE EXISTINGCURB & PAVEMENT FORDRIVE CONNECTION(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)
(REF. LOT 2 SITE PLAN)DEMO NOTES:1.REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.GRIND DOWN EXISTING CURB SHOWN TO BE REMOVED.3.NO EXISTING SERVICES WILL NEED TO BE ABANDONED WITH THIS PROJECT.DEMO PLAN / EX. COND.C1.1REFERENCE 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C1 DEMO.DWG5/2/2019 10:40:32 AM
PROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)PROPOSED BUILDING19,800 SF TOTAL(14,400 FOOTPRINT + 5,400 MEZZANINE)FF = 1044.5080'8718'24'18'6'9'9'21'32'16.78'16.78'27'27'STSTST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)NEW 5" PCC WALK4'5'R4'R4'OUTDOOR STORAGE AREAW/ 55 LF-6' SOLID PVCFENCE & GATES(COLOR PER OWNER)NEW PCC TURNDOWN WALKINSTALL BOLLARDW/ ADA SIGN, TYP.ADA RAMPDST12"ST36"ST36"ST36"ST36"ST36"ST36"TGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)SAN6"COHYDTU/E U/EGM GGGGGG6" PCC PAVEMENT(REF. DETAIL C6.1)7" PCC PAVEMENT(REF. DETAIL C6.1)PORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)HYDW8"ST6"ST6"HYDCOWV180'[][]CO21'50.64'7" PCC PAVEMENT(REF. DETAIL C6.1)TRASHENCLOSURE(REF. ARCH)20'12'20'18.13'17.83'R5'50.1'50.15'(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)9.6'9.74'13.92'15.48'
50.72'12.65'
TO BE VACATED TO BE VACATED16.88'NEW PCC TURNDOWN WALKSPRINKLER ROOMFDC44.63'4'5" PCC WALK
R4
.
5
'R4.5'LANDINGLANDING5'5'R
2
0
'R20'R4'R4'R4'R4'111118'24'18'9'9'6' MONUMENT SIGN(REF. ARCH.)15'COSSSSDDHYDHYDHYD20" COTTONWOODEMTGVF/OF/OWVCOFF=1041.82WSO GMWVWVWVWVWVWVWVWVWVGMU/EU/EF/O F/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OU/E U/E
U/EG G G G G G G G GF/O F/O F/O F/O F/O F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)60' ROW
U/EU/E
SE ALICES ROAD
(PUBLIC STREET - CONC SURFACE)
U/E
U/EU/E
EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982
30' BUILDING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK35' BUILDING SETBACK
W8"W8"W8"W8"
W8"W6"W6"W6"W6"W6"EX. 15' SAN.SEWEREASEMENT(PRIVATE)BK 2007, PG 16984EX. 10' PUEBK 2000, PG 12290
EX. 10' PUEBK 2000, PG 12290SAN8"SAN8"35' BUILDING SETBACKEX. 20' WATER MAINEASEMENT(PRIVATE)BK 2017,PG 23408
EX. 30' INGRESS / EGRESS& PRIVATE WATER MAINEASEMENTBK 2007,PG 16982BK 2017,PG 23408EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982LOT 2WESTGATE BUSINESS PARK PLAT 2OWNER: S&P DEVELOPMENT, LLCZONED: M1-A SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN 6"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGGGGGGGU/EU/EU/EU/EEX CONC DRIVEEX ROCK EXISTING BUILDING
LOT 3WESTGATE BUSINESS PARK PLAT 3OWNER: DJN, LLCZONED: M1-AEXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)100' R.O.W.LOT 21WESTGATE BUSINESS PARK PLAT 2ZONED: M1-ALOT 22WESTGATE BUSINESS PARK PLAT 2ZONED: M1-ALOT 23WESTGATE BUSINESS PARK PLAT 2ZONED: M1-AEX. 43' MIDAMERICAN ENERGYELEC. LINE EASEMENT(PUBLIC) BK 2000, PG 12290EX CONC.EX CONC.LOT 1WESTGATE BUSINESS PARK PLAT 3ZONED: M1-ALOT 2WESTGATE BUSINESS PARK PLAT 3ZONED: M1-A(PER CITY MAP)G
F/OEX. 20'x20'WATER MAINEASEMENTBK 2000, PG 12285ST 15"XXXXXXXXXXXLAYOUT PLANC2.1REFERENCE 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C2 LAYOUT.DWG5/2/2019 10:40:47 AM
PROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)PROPOSED BUILDING19,800 SF TOTAL(14,400 FOOTPRINT + 5,400 MEZZANINE)FF = 1044.50STST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DST12"ST36"ST36"ST36"ST36"ST36"ST36"TGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM 1.0%
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)SAN6"CO1043.75G1043.75G1044.40T/C1043.90G1044.501044.001043.90G1044.10T/C1043.60G1044.00T/C1043.50G1044.40T/C1043.90G1044.501043.00T/C1042.50G1043.00T/C1042.50G(OVERFLOW)1043.40T/C1042.90G1043.90T/C1043.40G1042.90G1043.65T/C1043.15G(OVERFLOW)1043.40T/C1042.90G1043.50T/C1043.00G1043.90T/C1043.40G1042.90G1042.56T/C EX1042.12G EX1041.74T/C EX1041.30G EX1040.61T/C EX1040.18G EX1039.82T/C EX1039.38G EX1043.121043.201043.671043.721042.141042.221041.011041.081040.23EX1040.35EXUNDERGROUNDDETENTION PROVIDEDIN STORM SEWER PIPES,100-YR HWL=1039.851043.451044.001044.501.0%1.0%6.3%6.3%0.0%0.0%6.3%6.3%1.0%1.0%3:13:12.0%1043.60G1041.17EX(OVERFLOW)100-YR INTAKEPONDINGELEV=1042.76100-YR INTAKEPONDINGELEV=1042.77HYDT U/E U/EGM GGGGGG1044.50PORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)HYDW8"ST6"ST6"HYDCOWV[][]CO2' CURB CUT1042.00G1044.50T/C1044.50G1044.80T/C1044.30GEX. CURB CUT1042.86G EX1043.30G EX1044.50G1044.40T/C1043.90G1043.95T/C1043.45G1043.93T/C EX1043.43G EX2' CURB CUT1043.40G1044.102.0%1045.00T/C1044.50G1044.70T/C1044.20G2.0%1044.50T/C1044.00G1045.20T/C1044.70G1045.00G1044.40T/C1043.90G1044.501044.401044.50T/C1044.50G1044.40T/C1043.90G1043.25T/C1042.75G1043.50T/C1043.00G1043.60T/C1043.10G1043.10T/C1042.60G1044.50G1044.50G1043.35G1043.90G1040.501041.00(OVERFLOW)2.0%2.0%1040.05T/C EX1039.60G EX1040.551040.622.0%1040.871040.67EX1040.50EX1040.501041.252.0%1.0%1.5%1.0%1045.00T/C1044.50G1041.50B/W1041.25B/W3:13:13.0%3
.
0%1041.27EX1041.68EX1041.75EX1041.72EX1041.77EX1041.64EX1041.85EX1041.70EX1041.25EX4:1
1043104410451045104510461045104510461046104510461044100-YR INTAKEPONDINGELEV=1043.51100-YR INTAKEPONDINGELEV=1040.56100-YR INTAKEPONDINGELEV=1040.76INSTALL 4'X12' TRM AT CURBCUT, REF. DETAIL C6.1(N. AMERICAN GREEN C350)COORDINATE GRADING ON ADJACENTPROPERTY W/ OWNER, TYP .1043.40G1044.40T/C1043.90G1045.00T/C1044.50G1044.75T/C1044.25G10441043104410431044
1044
1044
10451044
1
0
4
5
10
4
3
1043104310431043 104310421041104110411042104310441044104310421041104110421041104310411043 4:11043
1044.30(OVERFLOW)2.0%3.0%1040.40EX1043.40EX1044.70EX1044.90EX1043.33EX1041.05EX1044.501044.301044.221044.40T/C1043.90G1044.40T/C1043.90G1044.501043.60G1043.80G1043.801044.404' CURBTAPER1043.70G1043.754' CURBTAPER4.3%1043.95TAPER CURBTAPER CURB1
0
4
4 1043.171043.253.9%1.4%1044.40T/C1043.90G1043.40T/C1042.90GCOMATCH EXISTING
SSSSDDHYDHYDHYDEMTGVF/OF/OWVCOFF=1041.82WSOGMWVWVWVWVWVWVWVWVWVGMU/EU/EF/O F/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OU/E U/E
U/EG G G G G G G G GF/O F/O F/O F/O F/O F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)U/EU/E
SE ALICES ROAD
(PUBLIC STREET - CONC SURFACE)104110421043
1044
1
0
4
5
10451044
104610451044104310431044 1041 10401041104210431044104510461045U/E
U/EU/E
W8"W8"W8"W8"
W8"W6"W6"W6"W6"W6"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN 6"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGGGGGGGU/EU/EU/EU/EEX ROCK EXISTING BUILDING
EXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)10471046104510441041104010471
0
4
6 1045(PER CITY MAP)G
F/O
ST 15"1041104110421041
10431042XXXXXXXXXXX(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)
(REF. LOT 2 SITE PLAN)
GRADING 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE020102040GRADING 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\170443\DWG\LOT 1 DWGS\LOT 1-C3 GRADING.DWG5/2/2019 10:41:00 AM 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,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANICMATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
PROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)PROPOSED BUILDING19,800 SF TOTAL(14,400 FOOTPRINT + 5,400 MEZZANINE)FF = 1044.50STST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DST12"ST36"ST36"ST36"ST36"ST36"ST36"TGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)SAN6"CODOWNSPOUTS SPLASH ON GRADE, TYP.(REF. ARCH. FOR LOCATIONS)28 LF-12" RCP@ S=0.50%NEW STRUCT. #A1SW-502 INTAKE (60")T/C=1043.00G=1042.50FL(N)=1036.74FL(W,E)=1036.84INSTALL RESTRICTORPLATE OVER OUTLET PIPEW/ 5.35" DIA. OPENING(REF. DETAIL C6.1)CORE DRILLCONNECTIONFL(S)=1036.60104 LF-30" RCP @ S=0.20%NEW STRUCT. #A2SW-502 INTAKE (60")T/C=1043.00G=1042.50FL(S)=1037.15FL(W)=1037.05HYD
R
1
5
0
'
,
T
Y
P
.5 LF-2" WATER MAIN & 2" VALVE(REF. PLUMBING FOR CONT.)50 LF-6" WATER MAIN & 6" VALVE(REF. PLUMBING FOR CONT.)45° BENDSREMOVE TEMP. BLOWOFF HYDRANT& CONNECT TO EX. 8" WATER STUBW/ 17 LF 8" WATER MAINNEW HYDRANTASSEMBLYFDC6"x8"TEETNEW TRANSFORMER & ELEC. LINE(COORD. W/ MIDAMERICAN)U/E U/EGMNEW GAS METER & LINE(COORD. W/ CITY OF WAUKEE)GGGGGGPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)HYDW8"8"x6" REDUCERNEW SAN CO #1RIM=1044.00INV(SE)=1037.00ST6"ST6"HYD10 LF-6" SAN. SWR.@ S=2.00%COWYE CONNECTIONINV(N,S)=1036.3±INV(W)=1036.8±(FIELD VERIFY)WV[][]CONEW SAN CO #2RIM=1044.40INV(N,E)=1038.6080 LF-6" SAN. SWR. @ S=2.00%NEW STRUCT. #A3SW-401 MH (60")W/ BEEHIVE GR.RIM=1043.45FL(N)=1037.35100 LF-30" RCP @ S=0.20%68 LF-15" N-12 HDPE@ S=0.42%NEW STRUCT. #A424" NYLOPLAST BASINW/ BEEHIVE GR.RIM=1040.50FL(S)=1037.23FL(N)=1036.1364 LF-15" N-12 HDPE @ S=0.42%NEW STRUCT. #A524" NYLOPLAST BASINW/ BEEHIVE GR.RIM=1040.50FL(6")=1037.60FL(N)=1037.50100 LF-6" SUBDRAIN @ S=0.50%STORM CORIM=1040.67FL(6")=1038.001043104410451045104510461045104510461046104510461044TO BE VACATED TO BE VACATED10441043104410431044
1044
1044
10451044
1
0
4
5
10
4
3
1043104310431043 104310421041104110411042104310441044104310421041104110421041104310411043 1043BOT. STORM=1037.0TOP WATER=1035.0CONTRACTOR TO FIELD VERIFY LOCATION OF EX.UTILITY PRIOR TO CONSTRUCTION BEGINNING& LOWER IF NEEDED, COORD. W/ PROVIDERSPRINKLER ROOM1
0
4
46 LF-6" SAN. SWR. @ S=2.00%INV(S)=1038.72(REF. PLUMBING FOR CONT.)COSEX SAN MHRIM=1044.48INV(S)=1036.57INV(NE)=1036.48SEX SAN MHRIM=1047.95INV(E)=1035.44INV(W)=1035.46SEX SAN MHRIM=1045.27INV(E)=1034.02INV(N)=1034.00SEX SAN MHRIM=1044.46INV(S)=1033.77INV(W)=1033.67EX INTAKERIM=1043.64DEX STORM MHRIM=1044.44FL(W)=1040.19DEX STORM MHRIM=1041.14FL(N)=1038.13FL(E)=1036.50FL(W)=1036.48HYDTBM: ARROW ON HYDRANTELEV=1047.20HYDTBM: BURY BOLTELEV=1041.54HYDTBM: BURY BOLTELEV=1045.66EMTGVF/OF/OWVCOFF=1041.82WSO GMWVWVWVWVWVWVWVWVWVGMU/EU/EF/O F/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OU/E U/E
U/EG G G G G G G G GF/O F/O F/O F/O F/O F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)U/EU/E
SE ALICES ROAD
(PUBLIC STREET - CONC SURFACE)104110421043
1044
1
0
4
5
10451044
104610451044104310431044 1041 10401041104210431044104510461045U/E
U/EU/E
EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982
30' BUILDING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK35' BUILDING SETBACK
W8"W8"W8"W8"
W8"W6"W6"W6"W6"W6"EX. 15' SAN.SEWEREASEMENT(PRIVATE)BK 2007, PG 16984EX. 10' PUEBK 2000, PG 12290
EX. 10' PUEBK 2000, PG 12290SAN8"SAN8"35' BUILDING SETBACKEX. 20' WATER MAINEASEMENT(PRIVATE)BK 2017,PG 23408
EX. 30' INGRESS / EGRESS& PRIVATE WATER MAINEASEMENTBK 2007,PG 16982BK 2017,PG 23408EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN 6"EX. SAN MHRIM=1045.00INV(N)=1033.80INV(S)=1034.00(PER PLAN, NOTFIELD LOCATED)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGGGGGGGU/EU/EU/EU/EEXISTING BUILDING
EXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)1047104610451044EX. 43' MIDAMERICAN ENERGYELEC. LINE EASEMENT(PUBLIC) BK 2000, PG 1229010411040EX CURBCUT=1042.8610471
0
4
6 1045(PER CITY MAP)G
F/OEX. 20'x20'WATER MAINEASEMENTBK 2000, PG 12285ST 15"FL=1038.53(PER PLANS)1041104110421041
10431042XXXXXXXXXXX(REF. LOT 2 SITE PLAN)(REF. LOT 2 SITE PLAN)
(REF. LOT 2 SITE PLAN)
UTILITY 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C4 UTILITY.DWG5/2/2019 10:41:10 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.
PROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)PROPOSED BUILDING19,800 SF TOTAL(14,400 FOOTPRINT + 5,400 MEZZANINE)FF = 1044.50HYDT U/E U/E
GM GGGGGGCO[][]COTO BE VACATED TO BE VACATEDCOSSSDDHYDHYD20" COTTONWOODEMCOFF=1041.82WSOGMWVWVWVWVWVWVWVWVWVU/EU/E
F/O F/O
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)U/EU/E
U/E
U/EU/E
EX. 30' INGRESS /
EGRESS EASEMENT
(PRIVATE)
BK 2007,PG16982
30' BUILDING SETBACK30' BUILDING SETBACK35' BUILDING SETBACK
W8"W8"W8"W8"
W8"W6"W6"W6"W6"W6"EX. 15' SAN.SEWEREASEMENT(PRIVATE)BK 2007, PG 16984EX. 10' PUE
BK 2000, PG 12290
35' BUILDING SETBACKEX. 20' WATER MAIN
EASEMENT
(PRIVATE)
BK 2017,PG 23408
EX. 30' INGRESS / EGRESS& PRIVATE WATER MAINEASEMENTBK 2007,PG 16982BK 2017,PG 23408EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN
6"
SAN 6"W8"W8"W8"W8"W8"W8"WW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGU/EEX ROCK
EXISTING BUILDING
(PER FIREPLACE SITE PLAN BY OTHERS)(PER CITY MAP)EX. 20'x20'WATER MAINEASEMENTBK 2000, PG 12285ST 15"104210431042XXXXXXXXX(REF. LOT 2 SITE PLAN)SODSODSODSM6RO1RO1DY15EA11(REF. LOT 2 SITE PLAN)KF5LD6AW5LD5AW5LD5AW5LD5AW8GL3GL3CO2SH2RO1AV10SM1SM1LANDSCAPE 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C5 LANDSCAPE.DWG5/2/2019 12:52:45 PM DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PIT3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:LANDSCAPE REQUIREMENTS:OPEN SPACE REQUIREMENTSTOTAL SIZE OF LOT53, 994 SFTOTAL REQUIRED OPEN SPACE (15%)8,100 SFOPEN SPACE TREES REQUIRED (1 / 1000 SQFT) 9OPEN SPACE TREES PROVIDED9OPEN SPACE SHRUBS REQUIRED (1 / 1000 SQFT) 9OPEN SPACE SHRUBS PROVIDED26PARKING SETBACK PLANTINGSTOTAL PARKING LOT FRONTAGE180 LFTOTAL REQUIRED TREES (1 / 40 LF)(4.5) 5TOTAL TREES PROVIDED 5PLANTING SCHEDULEEXISTING 20" TREETO REMAINLANDSCAPE EDGINGLANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE ON PLAN. LIMITS SHOWN ON PLAN ARE FORREFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICTOCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANTMATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTILAFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUNDCOVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TOTHE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THEPLANT ESTABLISHMENT PERIOD.9.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPEARCHITECT AND MUST BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.11.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL..12.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.13.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOODMULCH.14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE EDGINGLANDSCAPE EDGINGPLANT SUBSTITUTIONS SHALL BE ALLOWED ONLY IF APPROVED INWRITING BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENTIN ADDITION TO DESIGNATED CALIPER SIZES SHOWN ABOVE, ALL OVERSTORY TREES MUST ALSO BE A MINIMUM OF 8' IN HEIGHT AT TIME OFPLANTING. CONTRACTOR TO VERIFY PLANT HEIGHT MEET THIS REQUIREMENT BEFORE INSTALLING.
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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443M:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C6 DETAILS.DWG5/2/2019 10:41:18 AM NOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" OR 7" PCC,4000 PSI(AS NOTEDPER 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 NONENOT 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 FITTING7.0'TRASH ENCLOSURE DETAILNOT TO SCALE7" PCC PAVEMENT12.0'20'(PER PLAN)REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNREFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNSLOPE10.0'MIN.7" PCC PAVEMENTHOLE
D
IAMETER
ASSPECIF
IEDRESTRICTOR PLATE DETAILNOT TO SCALE1/4" THICK STAINLESS STEELORIFICE PLATE BOLTED TO PIPE,OR PLACED BETWEEN JOINTSPOSITION HOLE TO FITBOTTOM OF PIPE.ANCHOR BOLTSSPACED 1' O/C,CENTERED ON CURB CUTNORTH AMERICAN GREENC350 TRM OR EQUIVALENTTRM INSTALLATION AT CURB CUT DETAILNOT TO SCALETREATED 2"x4" LUMBERROADWAYPAVEMENTFINISHED GRADESET TRM 2" BELOW CURB CUT GRADEBOLLARD W/ ADA PARKING SIGN DETAIL48"20"6" DIA 1.25OZ/SFGALVANIZED STEEL POSTEMBEDDED IN CONCRETEFILL PIPE W/ CONCRETEINSTALL BOLLARD 24" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARDCLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILS2" DIAMETER GALVANIZEDSTEEL POLESTEEL POLE CEMENTEDINTO BOLLARD CENTERNOTES:1.) FOR HANDICAP STALLS INFRONT OF CURB, INSTALL POLE2' FROM BACK OF CURB.DIRECT BURY POLE 4' MIN INTOGROUND WITHOUT INSTALLINGBOLLARD2.) INSTALL ADDITIONALSIGNAGE ON POST, SUCH ASSPACE RESERVED FOR UNIT #,PER OWNERS DIRECTION24"36"60"1/2" SEALEDEXPANSION JOINT6"NOT TO SCALER7-8 HANDICAPPEDPARKING SIGN WITH$100 FINE (TYP)'VAN ACCESSIBLE' SIGN FORVAN ACCESSIBLE SPACE(SPACE TO LEFT OF 8' WIDEMIN PAINTED STRIPING AISLE)
PROPOSED LOT 2 BUILDING15,000 SF FOOTPRINTFF = 1046.50(REF. LOT 2 SITE PLAN)PROPOSED BUILDING19,800 SF TOTAL(14,400 FOOTPRINT + 5,400 MEZZANINE)FF = 1044.50STST STSTSTSTSTST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DST36"ST36"ST36"TGGGGGGU/EU/EU/EU/EU/EU/EU/E U/E U/EGM
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)COHYDT U/EGM GGGGPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)HYD ST6"HYDCOWV[]CO10441043104410431044 10441044 10451044 1045 104310431043104310431043104210411041104110421043104410441043104210411041104210411043COS
SSSDDHYDHYDHYDEMTGVF/OF/OWVCOFF=1041.82WSOGMWVWVWVWVWVWVWVWVWVGMU/EF/O U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
G G G G G GF/O F/O F/O F/O F/O
O/E O/E O/E O/E O/E O/E O/ESE FRONTIER AVENUE(PUBLIC STREET - CONC SURFACE)U/EU/E
SE ALICES ROAD
(PUBLIC STREET - CONC SURFACE)1041104210431044
1
0
4
5
10451044
104610451044104310431044 1041 10401041104210431044104510461045U/EU/EU/E
W8"W8"W8"W6"W6"W6"SAN8"SANSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"ST24"ST24"ST24"ST24"ST24"ST24"SSAN6"
SAN
6"
SAN
6"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGU/EU/EU/EEXISTING BUILDING
EXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)10471046104510441041104010471
0
4
61045(PER CITY MAP)W W W W W W W W
G104110411042104110431042XXXXXXSTABILIZED CONSTRUCTIONENTRANCE: 20'X50'-6" DEEP,2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETE WASHOUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BEDISPOSED OF PER FEDERALAND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.TEMPORARY INLETPROTECTION, TYP.SFSFSFSFSFSFSFSFSFSF TOPSOIL STOCKPILEDETENTION DISHARGE LOCATION TOUNNAMED TRIBUTARY OF SUGAR CREEKSFSFSTAGING AREALIMITS OFDISTURBANCE1.4 ACRESSFSFSFSFEROSION CONTROLFENCE, TYP.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFUNDERGROUND DETENTIONPROVIDED IN STORM SEWERS100-YR HWL=1039.85(REF. LOT 2 SITE PLAN)SFSF SFSFSFSF
(REF. LOT 2 SITE PLAN)
(REF. LOT 2 SITE PLAN)INSTALL 4'X12' TRM AT CURBCUT, REF. DETAIL C6.1(N. AMERICAN GREEN C350)SFSF SFSITESWPPPC7.1REFERENCE 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:PRO-LINE BUILDERS SITE PLAN
LOT 1 WETGATE BUSINESS PARK PLAT 3EWM170322CJB04-09-19 CITY SUBMITTAL04-23-19 CITY SUBMITTAL05-07-19 CITY SUBMITTAL170443GRAPHIC SCALE030153060STORM 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 ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE 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
CVWW
SOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2017\170443\DWG\LOT 1 DWGS\LOT 1-C7 SWPPP.DWG5/2/2019 10:41:33 AM
NOT 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 WESTGATE BUSINESS PARK PLAT 3, AN OFFICIAL PLAT NOW INCLUDED INAND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.SITE AREA:53,994 S.F (1.24 ACRES) MORE OR LESSADDRESS:1040 SE FRONTIER AVEWAUKEE, IA 50263OWNER / PREPARED FOR:PRO-LINE DEVELOPMENT LLCCONTACT: WILLIAM MASCHMEIER1214 IRON STREETKELLOGG, IA 50135PH: (641)-990-3487ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:PD DISTRICT W/ UNDERLYING M-1A LIGHT INDUSTRIALBUILDING SETBACKS: FRONT = 30 FEET SIDE = NONE REAR = 35 FEETOPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 53,994 S.F (1.24 ACRES)REQUIRED OPEN SPACE = 8,100 S.F. (15.0%)EXISTING OPEN SPACE = 49,983 S.F. (92.6%)EXISTING IMPERVIOUS = 4,011 S.F (7.4%) (INCL. LOT 2 IMPROVEMENTS)PROPOSED OPEN SPACE = 12,253 S.F. (22.7%)PROPOSED IMPERVIOUS = 41,741 S.F. (77.3%)BENCHMARK:SITE BM #1BURY BOLT ON HYDRANT LOCATED ON THE NORTH SIDE OF SE FRONTIER AVEACROSS FROM LOT 1 WESTGATE BUSINESS PARK PLAT 3.ELEV=1041.54SITE BM #BURY BOLT ON HYDRANT LOCATED ON THE NORTH SIDE OF SE FRONTIER AVEACROSS FROM LOT 2 WESTGATE BUSINESS PARK PLAT 3.ELEV=1045.66EROSION 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 21 DAYS, ALLAREAS SHALL BE STABILIZED BY TEMPORARY EROSION CONTROL MEASURESWITHIN 14 DAYS OF CEASING OPERATIONS. TEMPORARY CONTROLMEASURES MAY INCLUDE 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.QUANTITY ESTIMATE:EROSION CONTROL FENCE 875 LFTEMP. INLET PROTECTION 7 EANAG C350 TRM 48 SFSOD 0.3 ACTEMP. SEEDING 1.4 ACSTABILIZED ENTRANCE 30'X90'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFTOPSOIL 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,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANICMATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
7654321
22'-0"16'-0"16'-0"
12'-8"12'-8"
E.I.F.S. # 1 STONE E.I.F.S. # 2STONEE.I.F.S. # 1STONE
METAL TRIM
METAL TRIM METAL TRIM
METAL CANOPYMETAL CANOPYMETAL CANOPYMETAL CANOPYMETAL CANOPY
METAL BRACKET
30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"14'-0"12'-0"26'-0"STOREFRONTSTOREFRONT
7 6 5 4 3 2 1
METAL PANEL SIDING
METAL ROOF, GALVALUME FINISH
20'-8"METAL PANEL SIDING
METAL ROOF, GALVALUME FINISH
METAL LADDER
(PAINT TO MATCH
BUIDING)
AB.CDE
METAL PANEL SIDINGE.I.F.S.
METAL TRIM
METAL TRIM
A B.C D E
E.I.F.S
# 2
STONE
METAL TRIM
STONE
METAL TRIMPAINT TO MATCH
METAL TRIM
12'-0"14'-0"26'-0"20'-8"20'-0"20'-0"20'-0"20'-0"
E.I.F.S # 2
A200
7
A200
6
4"X6'-0" LONG CONC.
PIPE BOLLARDS
(3' ABOVE GRADE)
FILLED W/CONC.,
PAINT TO MATCH THE
STEEL GATE
CONC. PAD W/2"
SLOPE TO GATE
OPENING
PROVIDE CONC. PAD IN
FRONT OF GATE
20'-0"12'-0"PROVIDE CONC. PAD IN
FRONT OF GATE
8 5/8"8 5/8"
TRASHTRASH
*SEE CIVIL FOR
LOCATION OF
TRASH
ENCLOSURE
A200
8
STEEL GATES PRIME PAINT
TO MATCH ANODIZED
STOREFRONT
6'-9"1 ST COURSE 1"
ABOVE GRADE
BOLLARDBOLLARD 3'-0"4" X 6'-0" LONG CONCRETE
PIPE BOLLARDS FILLED W/
CONC. PAINT TO MATCH
STEEL GRATE
CAST STONE CAP
4'-2"4"2'-3"6'-9"3"3'-8 3/8"2'-3"4"4'-2"CAST STONE CAP
STONE VENEER
CAST STONE BAND
CAST STONE
STONE VENEER
6'-9"1 ST COURSE 1"
ABOVE GRADE
NORTH
EAST
SOUTH
WEST
TOTAL AREA
(SQ.FT.)
FENESTRATION
SQ.FT. (%)
EIFS
SQ.FT. (%)
STONE
SQ.FT. (%)
METAL
SQ.FT. (%)
4,519 1,417 (32)1,742 (29)1,360 (39)-
1,802 272 (15)1,068 (60)462 (25)-
3,611 1,320 (37)14 (0.4)36 (1)2,241 (61.6)
1,796 227 (13)405 (23)-1,164 (64)
NOTE: PERCENTAGE OF EIFS ON
NORTH ELEVATION (29%) LESS
THAN 50% ALLOWED BY CODE.
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.comPROJECT:PRELIMINARY - NOT FOR CONSTRUCTION
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:C:\Users\sfuller\Documents\19-114-Pro-Line_V2019-_SFuller.rvt5/7/2019 3:10:18 PMA200
19-114
1631 SW MAIN ST. STE 100PATIO CANOPY STRUCTUREPRO-LINE COMMERCIALELEVATIONS03/12/2019 DS DS
1 Date 1 Revision 1
1/8" = 1'-0"1 NORTH.
1/8" = 1'-0"2 SOUTH
1/8" = 1'-0"3 WEST
1/8" = 1'-0"4 EAST
1/4" = 1'-0"5 MAIN FLOOR PLAN
1/4" = 1'-0"6 TRASH ELEVATION - 6
1/4" = 1'-0"7 TRASH ELEVATION - 7
1/4" = 1'-0"8 TRASH ELEVATION 8
STONE VENEER
E.I.F.S. # 1
STONINGTON GRAY HC-170
BENJAMIN MOORE
E.I.F.S. # 2
STEEL WOOL 2121-20
BENJAMIN MOORE
METAL TRIM/CANOPY
SLATE GREY
STORE FRONT
ALUMINUM FRAMING
GREY
METAL PANEL SIDING
SLATE GREY