HomeMy WebLinkAbout2017-12-04-J06 Pro Line Builders Lot 2 Westgate BP Plat 3_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: December 4, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Pro-Line
Builders – Lot 2, Westgate Business Park Plat 3 (810 SE Alice’s Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Pro-Line Development, LLC, requests approval of a site
plan to allow for the construction of a 15,000 square feet multi-tenant
office/warehouse building. Three total tenant spaces are identified with each
space being approximately 4,000 square feet and a total of 3,000 square feet
for warehouse space. The subject property is 1.31 acres in area located west of
SE Alice’s Road and south of SE Frontier Avenue. In addition to the
proposed buildings, the site plan identifies parking areas, monument signage,
and landscaping.
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 November 28, 2017 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Lot 2 Westgate Business Park Plat 3 [810 SE Alice’s Road]
Waukee City Planner, Melissa DeBoer, introduced the request for approval of a site plan for
commercial development made by the applicant Pro-Line Development. The subject property is
generally located west of SE Alice’s road and south of SE Frontier Avenue and contains
approximately 1.31 acres. The project involves the construction of a two-story, multi-tenant
office/warehouse building that is proposed to be approximately 15,000 square feet in area between 3
separate tenant spaces. There will be two main access points to the site off of Alice’s road and Se
Frontier Avenue. Both accesses are shared and serve the surrounding properties as well. Public utilities
will be provided to the site and storm water detention will be provided through underground detention
on the north side of the site. All open space, landscape, and parking ordinances have been met.
At this time Staff recommends approval subject to remaining staff comments and review of any legal
documents.
• Commissioner Hoifeldt questioned if the second floor offices conformed to ADA
requirements. Chuck Bishop and Carl Chambers, representatives of the applicant, advised that
uses are limited by the Provisions in the ADA for accessibility in regards to amenities.
Currently there was not an issue with the second floor office.
J6
• Commissioner Broderick questioned what the overall height of the front elevation was. Mr.
Bishop advised around 26 feet.
Commissioner Fontenot moved to approve the request for a Site Plan. Commissioner Streit seconded
the motion. Ayes: Fontenot, Streit, Broderick, Hoifeldt, and Tietz. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: At this time a majority of staff comments have been
addressed and believes that any remaining comments at this point are minor in
nature.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
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 17-
APPROVING THE SITE PLAN FOR PRO-LINE BUIDERS – LOT 2, WESTGATE
BUSINESS PARK PLAT 3 (810 SE ALICE’S 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 Pro-Line Builders – Lot 2, Westgate Business Park Plat 3, subject to remaining
staff comments on November 28, 2017; AND,
WHEREAS, the Site Plan for Pro-Line Builders – Lot 2, 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 Pro-Line Builders – Lot 2, 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 4th day of December, 2017 that the Site Plan for Pro-Line Builders – Lot 2, Westgate
Business Park Plat 3 is approved subject to remaining staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Lot 2, Westgate Business Park Plat 3 – Site Plan
DATE: November 28, 2017
GENERAL INFORMATION:
Applicant / Owner: Pro-line Development LLC
Requested Action Site Plan Approval
Location and Size: Property is generally located west of SE Alice’s
Road and south of SE Frontier Avenue and
contains approximately 1.31 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Undeveloped Research & Development M-1A/PD
North Retail / Business Park Research & Development M-1/PD
South Fireplace and Stone
Center
Research & Development M-1A/PD
East Vacant / Undeveloped Community Village C-1
West Undeveloped Research & Development M-1A/PD
BACKGROUND:
The subject property is located west of SE Alice’s Road and south of SE Frontier Avenue and contains 1.31
acres. The applicant is requesting approval of a site plan in order to construct a multi-tenant office and
warehouse building.
November 22, 2017
2 of 3
ABOVE: Aerial of the site plan (outlined in YELLOW) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The project involves the construction of a two-story, multi-tenant office/warehouse building that is proposed
to be approximately 15,000 square feet in area. The proposed building identifies three potential tenant spaces.
Each tenant space is planned to have 4,000 square feet of office space and 3,000 square feet of warehouse
space. A monument sign is planned at the northeast corner of the site along SE Alice’s Road.
ACCESS AND PARKING:
There will be two main access points to this site. One access will be provided off of Alice’s Road and one off
of SE Frontier Avenue. Both of these accesses are shared accesses that also serve the surrounding properties.
The Parking Ordinance requires 3 parking spaces per 1,000 square feet of gross floor area for office buildings
and 1 parking space per 1,000 square feet of gross floor area for warehouse buildings. The proposed building
includes 12,000 square feet of office space and 9,000 square feet of warehouse space which requires a total of
45 parking spaces. The site plan identifies a total of 45 parking spaces being provided, which meets the parking
requirements for this site.
SIDEWALKS/TRAILS:
A five foot wide sidewalk will be constructed on the north side of the site along SE Frontier Avenue and a ten
foot trail will be installed by the City on the east side of the site along Alice’s Road at a future date.
November 22, 2017
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 north. Storm water
detention will be provided through underground detention located on the north side of this site.
OPEN SPACE AND LANDSCAPING:
A minimum of 15% of the project area is required to be open space. The total amount of open space
proposed is 21.2%. Landscaping is being provided per the landscaping ordinance.
ELEVATIONS:
The front (east) elevation of the building (facing Alice’s Road) is proposed to be constructed primarily of stone
veneer, stucco, and an aluminum storefront system. The front elevation also includes metal canopies over
each storefront entry. The other three elevations of the building include primarily stucco and split face stone.
The building is proposed to have a metal roof.
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
SITEPRO-LINE BUILDERS SITE PLANLOT 2 WESTGATE BUSINESS PARK PLAT 3IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 2 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:57,055 S.F (1.31 ACRES) MORE OR LESSADDRESS:810 SE ALICE'S ROADWAUKEE, 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 FEETPARKING REQUIREMENTS:LOT 2 REQUIRED PARKING: OFFICE (3 PER 1,000 SF @ 12,000 SF) = 36 STALLS WAREHOUSE (1 PER 1,000 SF @ 9,000 SF) = 9 STALLS TOTAL REQUIRED = 45 STALLS PROPOSED PARKING = 45 STALLS (INCL. 2 ADA)OPEN SPACE / IMPERVIOUS AREA:LOT 2TOTAL SITE AREA = 57,055 S.F (1.31 ACRES)REQUIRED OPEN SPACE = 8,559 S.F. (15.0%)EXISTING OPEN SPACE =53,195 S.F. (93.2%)EXISTING IMPERVIOUS = 3,860 S.F (6.8%)PROPOSED OPEN SPACE = 12,077 S.F. (21.2%)PROPOSED IMPERVIOUS = 44,978 S.F. (78.8%)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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C0 COVER.DWG11/29/2017 10:02:05 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 SUDASSTANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCINGWORK.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.
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(N)=1039.39FL(W)=1039.34DEX STORM MHRIM=1041.14FL(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)U/EU/E
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(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 2007,PG16983 EX. 20' WATER MAINEASEMENT(PRIVATE)BK 2007,PG16983(TO BE VACATED PERLOT 3 SITE PLAN)EX. 30' INGRESS / EGRESSEASEMENT(PRIVATE)BK 2007,PG16982EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"STST24"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 GRAVEL
EX ROCK EXISTING BUILDING
EXISTING BUILDINGFF=1046.00 (PER PLAN)(PER FIREPLACE SITE PLAN BY OTHERS)ST15"EX GRAVEL SHOULDEREX 15" FESFL=1042.53EX 15" FESFL=1042.221047104610451044EX. 43' MIDAMERICAN ENERGYELEC. LINE EASEMENT(PUBLIC) BK 2000, PG 1229010411040EX CURBCUT=1042.8610471
0
4
6 1045EX CONC.EX CONC.(PER CITY MAP)G
F/O
ST15"ST15"EX 15" FESEX. 20'x20'WATER MAINEASEMENTBK 2000, PG 1228564'49'GRIND DOWN EX.CONC. CURBGRIND DOWN EX.CONC. CURBREMOVE EX. GRAVELREF. PLANS BY OTHERS FOR ROADWAY
IMPROVEMENTS TO SE ALICES ROAD
CURRENTLY UNDER CONSTRUCTIONDEMO 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 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:PRO-LINE BUILDERS SITE PLAN
LOT 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C1 DEMO.DWG11/29/2017 10:02:32 AM
131515PROPOSED BUILDING15,000 SF FOOTPRINTFF = 1046.5018'24'18'6'24'18'6'125'125'40'
40'40'
40'40'TRASHENCLOSURE(REF. ARCH)28.86'
28.85'17.89'17.75'17.17'
16.92'9'9'
9'72'24.5'STSTST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)NEW 5" PCC WALKNEW ADA RAMPW/ DET. PANELS5'NEW ADA RAMPW/ DET. PANELS64'SUDAS TYPE APCC DRIVEWAYNEW PCC TURNDOWN WALKNEW PCC TURNDOWN WALK
CONNECT TOFUTURE 10' TRAILINSTALL ADA SIGNSON BUILDINGADA RAMPR10'R
4
'R4'R
1
8
'R4'R1
1
'
R
4
'R12.5'R
1
2
.
5
'49'3.5'20'12'R7.5'R
7
.
5
'
R
1
0
'DTGGGGGGGGGU/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)CO6" PCC PAVEMENT
(REF. DETAIL C6.1)6" PCC PAVEMENT(REF. DETAIL C6.1)6" PCC PAVEMENT(REF. DETAIL C6.1)R1
0
'R25'R
2
5
'CONNECT TOFUTURE 10' TRAILR3'R
3
'NEW ADA RAMPW/ DET. PANELSPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)PROPOSED 20'PRIVATEWATER MAINEASEMENTR4'R
4
'3'B/B21HYD
MONUMENT SIGN(REF. ARCH.)15'
16.3'HYDSSSSDDHYDHYDHYD20" 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 2007,PG16983 EX. 20' WATER MAINEASEMENT(PRIVATE)BK 2007,PG16983(TO BE VACATED PERLOT 3 SITE PLAN)EX. 30' INGRESS / EGRESSEASEMENT(PRIVATE)BK 2007,PG16982EX. 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"STST24"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 12285LAYOUT 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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C2 LAYOUT.DWG11/29/2017 10:03:10 AM
PROPOSED BUILDING15,000 SF FOOTPRINTFF = 1046.50STST ST ST
ST ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)1044.33T/C EX1043.93G EX1044.44T/C EX1044.01G EX1042.75T/C EX1042.30G EX1042.90G EX1043.92T/C EX1043.40G EX1046.10T/C EX1045.60G EXEX. CURB CUT1042.86G EX1046.00G1046.10G1046.40T/C1046.00G1046.40T/C1045.90G1046.40T/C1045.90G1046.40T/C1045.90G1046.40T/C1045.90G1046.40T/C1045.90G1045.70T/C1045.20G1045.50T/C1045.00G1046.20T/C1045.70G1046.40T/C1045.90G1046.40T/C1045.90G1046.30T/C1045.80G1046.30T/C1045.80G1046.50T/C1046.00G1043.45G1043.50G1043.25G1043.30G1046.50T/C1046.50G1046.501046.501046.75T/C1046.25G1044.85T/C1044.35G1044.50T/C1044.00G1045.25T/C1044.75G1045.50T/C1045.00G1045.00T/C1044.50G1045.50T/C1045.00G1046.20T/C1045.70G1046.40T/C1045.90G1045.70T/C1045.20G1045.28T/C1044.78G1045.75T/C1045.25G1045.50T/C1045.00G1046.50T/C1046.50G1046.50T/C1046.00G1045.00T/C1044.50G1044.60T/C1044.10G1046.50G1046.50G1046.00T/C1045.50G1045.75G1046.00G1044.20T/C EX1043.71G EX1045.401044.30T/C EX1043.81G EX1045.501045.00T/C1044.50G1044.70T/C1044.20G1045.00G1044.70GDTGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM 100-YR INTAKEPONDINGELEV=1044.86100-YR INTAKEPONDINGELEV=1045.411043.821043.871043.921043.871.0%1.0%1.0%6.2%6.2%1043.621043.671043.721043.671.0%1.0%1.0%1.0%
1.0%6.2%6.2%1045.90G1045.961046.461046.461.0%1.0%1.0%1.0%8.3%8.3%0.0%
0.0%8.3%8.3%1045.60G1045.60G1045.60G1046.10(APPROX. PER PLANSBY FOTH ENGINEERING)1044.15T/C EX1043.60G EX1044.84T/C EX1044.40G EX1045.58T/C EX1045.18G EX1046.25T/C EX1045.88G EX1046.651046.731046.081046.161045.241045.321044.551044.632' CURB CUT1043.31G EX104510451046104510431044104510451046104510451044
104610451046
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)UNDERGROUND DETENTIONPROVIDED IN STORM SEWERS100-YR HWL=1044.35CO1046.18(APPROX. PER PLANSBY FOTH ENGINEERING)3.8%
2.0%2.0%2.0%10:1
2.0%
12:1
1.0%1046.501046.50OVERFLOWROUTE=1045.001046.30(APPROX. PER PLANSBY FOTH ENGINEERING)1046.25(APPROX. PER PLANSBY FOTH ENGINEERING)1046.501046.451046.401046.351046.35T/C1046.00G1.0%0.0%
0.0%1.0%5.8%5.8%0.0%1046.00G1046.40T/C1045.90G1046.501046.10G0.0%1046.45T/C1046.05G1046.50T/C1046.00G1046.451046.500.0%
0.0%1046.555.8%5.8%1.0%1.0%1045.96(APPROX. PER PLANSBY FOTH ENGINEERING)1046.08(APPROX. PER PLANSBY FOTH ENGINEERING)PORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)1045.78(APPROX. PER PLANSBY FOTH ENGINEERING)1046104
6 1046.501046.65104610461046.10T/C1045.60G1046.10T/C1045.60G1046.05T/C1045.55G1046.25T/C1045.75G2.0%1046.552.0%1046.35HYDHYD 1.0%1043.301.0%1043.50OVERFLOWROUTE=1045.90SSSSDDHYDHYDHYDEMTGVF/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
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"STST24"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
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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 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 2-C3 GRADING.DWG11/29/2017 10:03:44 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 BUILDING15,000 SF FOOTPRINTFF = 1046.50STST ST ST
ST ST ST ST ST ST ST ST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DNEW STRUCT. #A1SW-502 INTAKE (60")T/C=1045.00G=1044.50FL(NW)=1039.84FL(W,E)=1039.94INSTALL RESTRICTOR PLATE OVEROUTLET PIPE W/ 5.23" DIA. OPENING(REF. DETAIL C6.1)44 LF-12" WATER MAINPIPE @ S=0.20%CORE DRILLCONNECTIONFL(SE)=1039.75CONTRACTOR TO LOWER EX.UTILITY IF NEEDED, COORD.W/ PROVIDER150 LF-36" RCP @ S=0.20%NEW STRUCT. #A2SW-401MH (84")RIM=1046.50FL(W)=1040.24FL(S)=1040.3494 LF-36" RCP @ S=0.20%NEW STRUCT. #A3SW-502 INTAKE (60")T/C=1045.50G=1045.00FL(N)=1040.53DOWNSPOUTS SPLASH ON GRADE, TYP.(REF. ARCH. FOR LOCATIONS)TNEW TRANSFORMER & ELEC. LINE(COORD. W/ MIDAMERICAN)GGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGMNEW GAS METER & LINE(COORD. W/ CITY OF WAUKEE)104510451046104510431044104510451046104510451044
104610451046
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)8"x8" TEE45° BEND8"x6" REDUCER67 LF-6"WATER MAINFDC5 LF-2" WATER MAIN & 2" VALVE(REF. PLUMBING FOR CONT.)6" VALVE(REF. PLUMBING FOR CONT.)CONEW SAN CORIM=1046.40INV(W)=1037.40(REF. PLUMBING FOR CONT.)38 LF-6" SAN. SWR. @ S=6.00%WYE CONNECTIONINV(N,S)=1035.0±(FIELD VERIFY)ADJUST SAN MH TO FGRIM=1045.0±ADJUST SAN MH TO FGRIM=1045.0±R150'CONNECT TO EX.8" WATER MAINW/ 8"x8" T.S.& V.CRITICAL CROSSING:BOT. STORM=1039.5TOP WATER=1038.0 (FIELD VERIFY)IF NEEDED CONTRACTOR TO LOWER WATERMAIN MIN. 18" UNDER STORM SEWERPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)1046104
610461046 CRITICAL CROSSING:LOWER EX. WATER MAIN MIN. 18"UNDER STORM SEWERBOT. STORM=1039.8TOP WATER=1038.0 (FIELD VERIFY)PROPOSED 20'PRIVATEWATER MAINEASEMENTHYDNEW HYDRANTASSEMBLY45° BEND28 LF-8" WATER MAIN W/TEMP. HYDRANT BLOWOFFNEW STRUCT. #A1-1R-4996C TRENCH DRAINW/ TYPE L GRATET/C=1044.85G=1044.35FL(E)=1043.5074 LF-6" N-12 @ S=4.81%CRITICAL CROSSING:BOT. STORM=1043.50TOP WATER=1038.50CRITICAL CROSSING:BOT. STORM=1042.30TOP SAN=1034.50SPRINKLERROOMHYDSEX 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(N)=1039.39FL(W)=1039.34DEX STORM MHRIM=1041.14FL(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 2007,PG16983 EX. 20' WATER MAINEASEMENT(PRIVATE)BK 2007,PG16983(TO BE VACATED PERLOT 3 SITE PLAN)EX. 30' INGRESS / EGRESSEASEMENT(PRIVATE)BK 2007,PG16982EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG16982SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"STST24"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 12285UTILITY 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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443GRAPHIC SCALE020102040M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C4 UTILITY.DWG11/29/2017 10:04:20 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 BUILDING15,000 SF FOOTPRINTFF = 1046.50STSTST ST STSTSTSTSTSTDTGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/EGM 104510451046104510431044104510451046104510451044
104610451046
CO1046104
610461046PROPOSED 20'PRIVATEWATER MAINEASEMENTHYDHYDS
SSSDDHD20" COTTONWOODEMTF/OF/OWVFF=1041.82WSOGMWVWVU/EU/EF/O F/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OU/E U/E
G 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 SE 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/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 2007,PG16983 EX. 20' WATER MAINEASEMENT(PRIVATE)BK 2007,PG16983(TO BE VACATED PERLOT 3 SITE PLAN)EX. 30' INGRESS / EGRESSEASEMENT(PRIVATE)BK 2007,PG16982EX. 30' INGRESS /EGRESS EASEMENT(PRIVATE)BK 2007,PG169828"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 6"STST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"SSAN
6"
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SAN 6"W8"W8"W8"W8"(PER FIREPLACE SITE PLAN BY OTHERS)1047104610451044EX. 43' MIDAMERICAN ENERGYELEC. LINE EASEMENT(PUBLIC) BK 2000, PG 122901041104010471
0
4
6 1045(PER CITY MAP)F/OGL12RO1RO1GL12AW3KF5AW5KF5AW5KF5AW5EA19DY8DB8DY9AC5SODSODSODSODSODSODSODSODSODSODSODSODRO1SM9SODAC4GL6
PC4LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITHTHE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE ON PLAN. LIMITS SHOWNON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ONCONSTRUCTION ACTIVITIES.3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALLPREVAIL IF A CONFLICT OCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICANSTANDARD FOR NURSERY STOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEARFROM THE DATE OF ACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS ANDCORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT.IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OROWNER'S REPRESENTATIVE.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES,SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKEALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST ANDMAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.9.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORESTARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE PROTECTION OF ALL EXISTING UTILITIES.10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATIONOF THE LANDSCAPE ARCHITECT AND MUST BE APPROVED IN WRITING BY THEWAUKEE DEVELOPMENT SERVICES DEPARTMENT.11.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, ORAPPROVED EQUAL..12.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OFWATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.13.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICKSHREDDED HARDWOOD MULCH.14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE ANDAFTER 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:PRO-LINE BUILDERS SITE PLAN
LOT 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443GRAPHIC SCALE020102040DO 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:M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C5 LANDSCAPE.DWG11/29/2017 10:04:55 AM LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT57,055 SFTOTAL REQUIRED OPEN SPACE (15%)8,559 SFOPEN SPACE TREES REQUIRED (1 / 1000 SQFT) 9OPEN SPACE TREES PROVIDED9OPEN SPACE SHRUBS REQUIRED (1 / 1000 SQFT) 9OPEN SPACE SHRUBS PROVIDED71ALICE'S ROAD TREE BUFFERTOTAL TREES REQUIRED (1 / 40 LNFT)4TOTAL TREES PROVIDED 4PLANTING SCHEDULE
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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 CITY SUBMITTAL170443M:\LAND PROJECTS 2017\170443\DWG\LOT 2-C6 DETAILS.DWG 11/29/2017 10:05:19 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 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
IED 1/4" THICK STAINLESS STEELORIFICE PLATE BOLTED TO PIPE,OR PLACED BETWEEN JOINTSPOSITION HOLE TO FITBOTTOM OF PIPE.RESTRICTOR PLATE DETAILNOT TO SCALE
PROPOSED BUILDING15,000 SF FOOTPRINTFF = 1046.50STST STSTSTSTSTST
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)DTGGGGGGU/EU/EU/EU/EU/EU/EU/E U/E U/EGM 104510451046104510431044104510451046104510451044
104610451046
FUTURE 10' TRAIL (BY OTHERS)
FUTURE ROADWAY
(BY OTHERS)FUTURE STORM SEWER (BY OTHERS)COPORTION OF DRIVE ENTRANCETO BE RECONSTRUCTED PERALICE'S ROAD PLANS(BY FOTH ENGINEERING)1046104
610461046 HYDHYDS
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
GSTABILIZED CONSTRUCTION ENTRANCE:20'X50'-6" DEEP, 2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETE WASHOUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BEDISPOSED OF PER FEDERALAND LOCAL REGULATIONSTEMP. CONSTRUCTIONDUMPSTER LOCATION,DISPOSE OF WASTE PERFEDERAL AND LOCALREGULATIONSEROSION CONTROLFENCE, TYP.TEMPORARY INLETPROTECTION, TYP.SF SF SFSFSFSFSFSFSFTOPSOILSTOCKPILEDETENTION DISHARGE LOCATION TOUNNAMED TRIBUTARY OF SUGAR CREEKSFSF
STAGING AREALIMITS OF DISTURBANCE1.9 ACRESSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEROSION CONTROLFENCE, TYP.SFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSF
UNDERGROUND DETENTIONPROVIDED IN STORM SEWERS100-YR HWL=1044.35SITESWPPPC7.1REFERENCE 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 2 WETGATE BUSINESS PARK PLAT 3EWM170322CJB10-05-17 CITY SUBMITTAL11-13-17 CITY SUBMITTAL11-29-17 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 2-C7 SWPPP.DWG11/29/2017 10:05:56 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 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 700 LFTEMP. INLET PROTECTION 4 EASOD 0.9 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 BAGSTABILIZED ENTRANCE 30'X90'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFPROPERTY DESCRIPTION:LOT 2 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:57,055 S.F (1.31 ACRES) MORE OR LESSADDRESS:810 SE ALICE'S ROADWAUKEE, 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:LOT 2TOTAL SITE AREA = 57,055 S.F (1.31 ACRES)REQUIRED OPEN SPACE = 11,411 S.F. (20.0%)EXISTING OPEN SPACE =53,195 S.F. (93.2%)EXISTING IMPERVIOUS = 3,860 S.F (6.8%)PROPOSED OPEN SPACE = 12,077 S.F. (21.2%)PROPOSED IMPERVIOUS = 44,978 S.F. (78.8%)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=1045.66TOPSOIL 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.
LEVEL 1100'-0"ROOF126'-6"MEZZANINE LEVEL112'-0"STUCCO TRIMSTUCCOALUMINUMWINDOWSSTONE VENEERTYP-1METAL CANOPYALUMINUM ENTRYSYSTEMALUMINUM ENTRYSYSTEMALUMINUM ENTRYSYSTEMALUMINUM TRIMSTONE VENEERTYP-2ALUMINUM TRIMSTONE VENEERTYP-3STUCCOSTUCCOSTUCCOREVEALS IN STUCCOREVEALS IN STUCCOLEVEL 1100'-0"ROOF126'-6"MEZZANINE LEVEL112'-0"METAL ROOFSTUCCOSTUCCOSPLIT FACE STONE1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) 965-5335info@imprintarchitects.comPROJECT:DATE:DRAWNBY:CHK'DBY:REVISED:\\ImprintServer\Data\Projects\_2017 Projects\17-168 Waukee Commercial Building(Proline)\BIM\3_Architectural\17-168-Pro Line-Master Model-2016_opt.8.rvt11/8/2017 4:56:13 PMA20017-16810/2/17LOT 2, WEST GATE BUSINESS PARKSR KCPROLINE BUILDING COMPANYPROJECT NAME 3/16" = 1'-0"1EAST 3/16" = 1'-0"2WESTDESIGN OPTION - 8
LEVEL 1100'-0"ROOF126'-6"MEZZANINE LEVEL112'-0"ALUMINUM WINDOWSSTONE VENEERTYP-3ALUMINUM TRIMMETAL CANOPYSTUCCOMETAL CANOPYSTUCCOSPLIT FACE STONELEVEL 1100'-0"ROOF126'-6"MEZZANINE LEVEL112'-0"SPLIT FACE STONEALUMINUM WINDOWSSTONE VENEERTYP-1ALUMINUM TRIMMETAL CANOPYSTUCCOSTUCCO1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) 965-5335info@imprintarchitects.comPROJECT:DATE:DRAWNBY:CHK'DBY:REVISED:\\ImprintServer\Data\Projects\_2017 Projects\17-168 Waukee Commercial Building(Proline)\BIM\3_Architectural\17-168-Pro Line-Master Model-2016_opt.8.rvt11/8/2017 4:56:15 PMA20117-16810/2/17LOT 2, WEST GATE BUSINESS PARKSR KCPROLINE BUILDING COMPANYPROJECT NAME 3/16" = 1'-0"4NORTH 3/16" = 1'-0"3SOUTHDESIGN OPTION - 8