HomeMy WebLinkAbout2017-11-06-J16 RJ Lawn Service_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 6, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for RJ Lawn
Service (655 Interstate Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: RJ Lawn Service, requests approval of a site plan to allow
for the construction of a 4,960 square feet office building, 10,560 square feet
storage building, and an open canopy storage structure. The subject property
is 6.02 acres in area located north of Interstate Parkway and west of R-22/Ute
Avenue. In addition to the proposed buildings, the site plan identifies parking
areas, a fueling area, and an outdoor storage area. Public improvements were
completed as part of I-80 West Industrial Park Plat 1.
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 October 24, 2017 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for RJ Lawn Service [655 Interstate Parkway]
Senior Planner, Andy Kass, introduced the request for approval of a Site Plan for the construction of a
new office building, storage building, and bulk materials storage area submitted by the applicant RJ
Lawn Service. The Subject Property is located west of Ute Ave, and north of Interstate Parkway
containing approximately 6.02 acres.
Mr. Kass advised that the applicant, having outgrown their current facility, is looking to create a more
suitable location south of Interstate 80. The proposed project would include the construction of a 4960
square foot office building, 10560 square foot warehouse storage building, and a 3600 square foot
open canopy structure for bulk material storage. The site plan also identifies a fueling area, and
parking areas. A secured gate will be constructed north of the office building and will include
measures to allow for emergency access to the site. The outdoor storage area will be surrounded by
fencing for security and screening purposes.
Mr. Kass explained that ingress and egress to the site will be provided via a driveway off of Interstate
Parkway, and a sidewalk will be installed along the north side of Interstate parkway for the extend of
the Lot. All utilities will be extended to the site with the infrastructure improvements associated with I-
80 West Industrial Park Plat 1. All parking, landscape and open space ordinances have been met with
the current proposed project.
At this time staff is comfortable with the proposed site plan and would recommend approval of the site
plan subject to remaining staff comments.
• Commissioner Tietz questioned what the timeline was. Mr. Kass advised the applicant needed
to be out of their building by February or March of 2018. Mr. Kass also advised that there are
several City projects that are in the works for that area, once they are complete there will be a
final plat for the area pending pavement for Interstate Parkway.
• Commissioner Tietz questioned if this area was part of the new Urban renewal district. Mr.
Kass advised that yes it was part of the Southwest Urban Renewal District.
A motion was made by Commissioner Schmidt and seconded by Commissioner Tietz, to approve the
Site Plan for RJ Lawn Service subject to any remaining staff comments and review of any legal
documents. Ayes: Stonebrook, Broderick, Tietz, and Schmidt. 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 RJ LAWN SERVICE (655 INTERSTATE
PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for RJ Lawn Service, subject to remaining staff comments on October 24, 2017;
AND,
WHEREAS, the Site Plan for RJ Lawn Service is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for RJ Lawn Service 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 6th day of November, 2017 that the Site Plan for RJ Lawn Service 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: Andy Kass
RE: RJ Lawn Service – Site Plan
DATE: October 24, 2017
GENERAL INFORMATION:
Applicant: RJ Lawn Service
Requested Action
Site Plan Approval
Location and Size: Property is generally located west of Ute Ave, north of
Interstate Parkway containing approximately 6.02 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in Question Vacant – Undeveloped Employment M-1
North Goddard School – Under
Construction
Rural Residential C-1
South Commercial Employment M-1
East Commercial Employment A-1 / C-1
West Light industrial Employment M-1
BACKGROUND:
RJ Lawn Service is an existing Waukee business that has outgrown its current facility located off of SE Laurel
Street and has purchased property within I-80 West Industrial Park Plat 1 with the intent of relocating the
business to the business park. The applicant requests site plan approval to allow for the construction of a new
office building, storage building, and a bulk materials storage area.
October 20, 2017
2 of 3
ABOVE: Aerial of subject property in relation to the surrounding area.
PROJECT DESCRIPTION:
The project involves the construction of a 4,960 square foot office building, a 10,560 square foot warehouse
storage building, and 120 feet by 30 feet open canopy structure for bulk material storage. The site plan also
identifies an outdoor storage area on the northeast side of the site, a fueling area, and parking areas. A
secured gate will be constructed north of the office building. Appropriate measures have been included on the
site plan to allow for emergency service vehicles to access this area in the event of an emergency. The
outdoor storage area will be surrounded by fencing for security and screening purposes.
ACCESS AND PARKING:
Ingress and egress to the site will be provided via a driveway off of Interstate Parkway. A five foot wide
sidewalk will be installed along the north side of Interstate Parkway for the extent of the lot. A total of 54
parking spaces are identified on the site plan which meets the requirements of the Parking Ordinance.
UTILITIES:
All utilities have been extended to the site with the infrastructure improvements associated with I-80 West
Industrial Park Plat 1. A sand/oil separator will be provided for the floor drains within the warehouse/storage
building. Storm water detention will be accommodated in a pond within the southwest corner of the site. The
ultimate outlet for the pond is to the south toward Johnson Creek.
LANDSCAPING & OPEN SPACE:
The site plan identifies landscaped areas along the east, north, and west property lines. A minimum of 15%
open space is required and the plan set identifies 56% open space.
October 20, 2017
3 of 3
ELEVATIONS:
The proposed office building materials include Hardie stucco panels, stone, metal paneling, and glazing. The
materials for the storage building include Structuroc panels, metal paneling, and concrete. The proposed
buildings meet the intent of the Site Plan Ordinance.
LIGHTING PLAN
The applicant has submitted a lighting plan that complies with the lighting requirements of the Site Plan
Ordinance.
STAFF RECOMMENDATION
At this time Staff is comfortable with the proposed site plan and would recommend approval of the site plan
and subject to remaining staff comments.
CITY OF WAUKEE
Andy Kass, AICP
Senior Planner
80SITERJ LAWN SERVICESITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT FIVE (5) IN I-80 WEST INDUSTRIAL PARK PLAT 1, AN OFFICIAL PLAT, INTHE CITY OF WAUKEE, DALLAS COUNTY, IA.TOTAL SITE AREA:262,224 S.F. (6.02 AC)ADDRESS:655 INTERSTATE PARKWAYWAUKEE, IA 50263OWNER/PREPARED FOR:RJ LAWN SERVICE16180 SE LAUREL STREETWAUKEE, IA 50263PHONE: (515) 987-4394ZONING:M-1 LIGHT INDUSTRIAL DISTRICT-30 FT FRONT YARD SETBACK-30 FT REAR YARD SETBACK-25 FT SIDE YARD SETBACK WHEN ADJACENT TO "R" OR "C-1" DISTRICT,OTHERWISE 0'-MAXIMUM OF 3 STORIESPARKING REQUIREMENTS:PARKING REQUIRED3 SPACES PER 1,000 SF OF OFFICE1 SPACE PER 1,000 SF OF WAREHOUSE OR 1 SPACE PER 2 EMPLOYEES1 SPACE PER VISITOROFFICE: 9600 SF * (3 SPACE/1,000 SF) = 29 SPACES REQUIREDWAREHOUSE: 12,320 SF * (1 SPACE/1000 SF) = 13 SPACES REQUIREDVISITORS: 12 VISITORS * 1 SPACE = 12 SPACES REQUIREDTOTAL SPACES REQURIED = 54 SPACESPARKING PROVIDED61 STALLS (INCLUDING 2 HC STALLS)OPEN SPACE/IMPERVIOUS REQUIREMENTS:TOTAL SITE AREA = 262,224 S.F.REQUIRED OPEN SPACE = 39,334 S.F. (15.0%)EXISTING OPEN SPACE = 262,224 S.F. (100.0%)EXISTING IMPERVIOUS = 0 S.F (0%)PROPOSED OPEN SPACE = 147,003 S.F. (56.06%)PROPOSED IMPERVIOUS = 115,221 S.F. (43.94%)NET INCREASE IMPERVIOUS AREA = 115,221 S.F. (2.65 ACRES)BENCHMARK:WAUKEE CITY BM#G120, ALUMINUM ROD W/ CAP EAST SIDE OF U PAGE,150 FEET ± SOUTH OF 300TH STREET.ELEVATION=1011.76(BENCHMARK INFO PER CDA I-80 WEST INDUSTRIAL PARK PLAT 1 PLANS)VICINITY MAPNOT TO SCALECOPYRIGHT 2017 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD 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. CONDITION/DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC6.2DETAILS SHEETC7.1SWPPPUTILITY 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 AND SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTYSUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO ANY RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASWITHIN PUBLIC RIGHT-OF-WAY SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF 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) AS PER A.D.A. REGULATIONS. PANELTYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A., PROWAG AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIREDFOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITYCODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.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 TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (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 TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.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 IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.CITY OF WAUKEE NOTES:1.ALL FIRE HYDRANTS INCLUDING ANY RELOCATED HYDRANTS ARE TO HAVE 4-INCH STORZ FITTINGS.2.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENTPRIOR TO IMPLEMENTING THE CHANGES.3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES TO THE PLAN SET THAT HAVE NOT RECEIVED WRITTEN APPROVAL FROM WAUKEE DEVELOPMENT SERVICESDEPARTMENT.REFERENCE 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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170336\DWG\C0 COVER.DWG11/1/2017 3:02:26 PM 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 CAPNNORTHSSOUTHEEASTWWEST
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"23456INTERSTATE PARKWAY983982981984985986987988988989990991992993994995996997998999
10009999989979969959949939929919909899889879869859849839829819809799789869
8
5 9849839829819
8
0 979978ST36"DEX. 18" FESFL=970.25EX. 30" FESFL=969.53EX. 60" STORM MHRIM=975.30FL 18"(N)=969.99FL 30"(E)=969.26FL 36"(S)=969.16ST
36"
ST
36"DST36"EX. SW-505 INTAKERIM=974.78FL 36"(N)=969.09FL 36"(S)=968.98EX. SW-506 MOD. INTAKERIM=974.78FL 36"(N)=968.89FL 15"(SE)=970.02FL 36"(SW)=968.79EX. 72" STORM MHRIM=975.39FL 36"(NE)=968.51FL 36"(S)=968.41EX. 36" FESFL=968.1520'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70'
R
.
O
.
W
.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSSEX. 48" SAN MHRIM=975.46INV 8"(SE)=965.47INV 8"(W)=965.37EX. 48" SAN MHRIM=977.58INV 8"(SE)=967.42INV 8"(NW)=967.32EX. 48" SAN MHRIM=990.15INV 8"(E)=979.33INV 8"(NW)=979.23DEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.EX. CONDITION/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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170336\DWG\C1 DEMO.DWG11/1/2017 3:02:59 PM
1060.0'5789HYDHYDSSWSOWSOWSOWSOPAVERS BYOTHERS6" LIGHT-DUTYPAVEMENT7" HEAVY-DUTY
PAVEMENT
6" LIGHT-DUTY
PAVEMENT
7" HEAVY-DUTY
PAVEMENT 7" HEAVY-DUTYPAVEMENTGRAVELSTORAGE30'R
5
'5'PROPOSEDDETENTIONNORMAL POOL=969.53100YR HW=975.0524'
PROPOSED WAREHOUSE
±10,560 S.F.
FF=985.00
OUTLOT "X"AREA = 71,778 SF(1.65 AC)R25'R15'SCREENEDFENCER15'RESTRICTED ACCESSCANTILEVER GATESCREENEDFENCESCREENEDFENCE33'JERSEY BARRIER TYP(SEE DETAIL C602).6" LIGHT-DUTYPAVEMENT1300 GALLON FUEL TANKAND PUMPS(REF. MECH. & ELEC.)8' TURNDOWN WALK 85.24'1330.9'17'24'24'17'9'19'19'120'DDDDDDDDCOCO120'X30' CANOPY(REF ARCH & STRUCT)25'HYDHYDSTEM WALLPROVIDED BYARCHITECTADA SIGNPAINTED ADASTALLS PERADAAG, TYP.2' PCC CURB & GUTTER8' HT CONCRETEWALL (SEE STRUCT &ARCH PLANS FORDETAILS)LANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)4" PAINTEDLINE, TYP.4" PAINTEDLINE, TYP.R15'R5'R5'R5'R15
'R15'R15'R5'LOT 5AREA = 190,446 SF(4.37 AC)STRUCTURAL STOOP, TYP.(REF. ARCH & STRUCT)35' INGRESS/EGRESS EASEMENTSTRUCTURALSTOOP, TYP.(REF. ARCH &STRUCT)ADA RAMPLANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)275.5'
179.5'DD176.0'
176.0'60.0'62.0
'80.0'62.0
'80.0'5'
5'SIDEWALKSIDEWALK146.88'M
N00°02'49"E
10'7.1'15' PUEMONUMENTSIGNCOCO6" LIGHT-DUTYPAVEMENTKNOX SWITCH(REF. MECH.)SWING GATE(BY OWNER)517'17'9'24'196.39'MS89°57'11"E35.99'MS50°09'20"WR=80.00' Δ=50°06'31"L=69.97'M CH=67.76'N25°06'04"E24'
R30'R30'R15'R15'R39'R15'R5'R5'R
5
'R15'R15'R5'R39'R15'9.5'ADARAMP9'9'
9.5'4" PAINTEDLINE, TYP.9.5'9'9.5'9'17'SCREENEDFENCE9'9'
9'9'34.85'34.99'25.1'48.14'6'SID
E
W
A
L
K 10'R5'R5
'
9.5'
9'9.5'
9'R95'COCOCOCOCOCOCOCODUMPSTER AREA(BY OWNER)JERSEY BARRIER TYP(SEE DETAIL C602).PROPOSED OFFICE±4,960 S.F.FF=985.00SPRINKLERROOMSPRINKLERROOMGM GMCONNECT TO EXISTINGPAVEMENTS WITH SUDASTYPE 'A' CONNECTION(7030.101 SUDAS)H Y DH Y D24'
9'6'
9'6'
2'LANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"23456INTERSTATE PARKWAYST36"DST
36"
ST
36"DST36"20'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70'
R
.
O
.
W
.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSSLAYOUT 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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170336\DWG\C2 LAYOUT.DWG11/1/2017 3:03:32 PM
HYDHYDSSWSOWSOWSOWSOPROPOSED WAREHOUSE
±10,560 S.F.
FF=985.00
985.00EX. 969.53DDDDDDDD984.90T/C984.40G982982983 982
985
986 986989990991992985
9849849
8
4
98
5 987986984979978977
970980982978HPOVERFLOW981.00T/C980.50G981.00983.85 LP969.53983.60984.50988.00984.05985.25984.65985.50984.40986.00989.90T/C989.40G990.50T/C990.00G993.00992.50990.00T/C989.50G991.00 T/W986.50 FG984.00 HPOVERFLOW981.60982.95T/C982.45G981.85 HP980.85EX.979.60EX.981.50T/C981.00G981.50T/C981.00G981.95982.25982.75T/C982.25G982.85T/C982.35G984.70984.70985.00985.00984.75 HP983.50LP984.85T/C984.35G983.60T/C983.10G984.25T/C983.75G988.50T/C988.00G982.80983.05T/C982.55GCOCO4%HYDHYD3:1 3:13:12.5%
2.0%
2.0%3.33%3.33%4%
4%
4%
4%
4%3.33%3.33%3.33%1.1%983.25984.75984.75985.002.0%983.00T/C982.50G2.0%980.00985.00993.25T/W985.25GG984.85984.00984.40984.00985.00985.00983.75985.00984.50T/C984.00G985.00985.00 HPOVERFLOW985.50987.00T/C986.50G983.60T/C983.10G982.00983.40T/C982.90G983.75T/C983.25G982.75984.85984.851.5
%
1.5
%
1.0%983.30T/C982.80G981.45T/C980.95G980.75982.10T/C981.60G981.50381.75T/C981.25G3:11.75%1.0%1.25%1.25%2.0%2.47%3:1991.00975.50979.002.20%986.00T/C985.50G984.60985.50T/C985.00G990.00 T/W986.00FG1.25%1.88%1.0%
1.0%988.00 T/W986.50 FG989.00 T/W986.50 FG984.00988.00T/W986.00FG1.0%984.15983.60T/C983.10G984.55984.90T/C984.40G984.001.0
%
1.0
%
1.0%984.20T/C983.70G7.
0%
5.
0%983.70T/C983.10G2.0%2.0%982.452.0%2.0%982.85982.95984.1335' INGRESS/EGRESS EASEMENT980.50 T/W976.50 FG980.50 T/W976.50FG978.50 T/W978.00FG979.50 T/W976.50 FG979.00 T/W978.50 FG980.50 T/W976.50 FG976.00100 YR ELEV975.05976.00976.00988981
987981
988 987970960965983975975965976976
975970
977983
975
984 985.00975 981.00979.00983.00982.00978.00977.00DD984.50986.00984.003.7%10'10'10'10'2.4%976.0010'2.4%3.7%3.7%3.7%2.2%3.7%3.7%10'10'12'15' PUECOCO980.55980.63981.80981.88SEEDETAIL 'B'SEEDETAIL 'A'3:10.60%982.40993.25T/W985.25GG985.00985.002.0%1.0%985.500.90%984.90985985986988989986
991992993989991986990
987
985980981985987984980983970
975
982
984
9
8
3
980 979983983
983982 10.96'98198198298598698798
6
98
7PROPSED DETENTIONNORMAL POOL = 969.53100 YR = 975.054:1 988.00989.00990.002.0%4.5%2.0%987.00T/W983.50FGCOCO983.75984.00HPOVERFLOW983.75984.00COCOCOCOCOCO984984
984984987.002.0%SWALESWALEPROPOSED OFFICE±4,960 S.F.FF=985.00GM GMH Y DH Y D982.50T/C982.00G983.00HPOVERFLOWHP DETENTIONOVERFLOW975.50983.25LP986.00T/W984.00FG988.00T/W985.00G991.00T/W986.00GG100 YR PONDINGELEV = 984.00100 YR PONDINGELEV = 985.00100 YR PONDINGELEV = 983.00100 YR PONDINGELEV = 981.00100 YR PONDINGELEV = 975.05OVERFLOW
ROUTE
OVERFLOW
ROUTEOVERFLOWROUTE OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOV
E
R
F
L
O
W
RO
U
T
E W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"23456INTERSTATE PARKWAY983982981984985986987988988989990991992993994995996997998999
10009999989979969959949939929919909899889879869859849839829819809799789869
8
5 9849839829819
8
0 979978ST36"DST
36"
ST
36"DST36"20'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70'
R
.
O
.
W
.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSS980.55980.63980.53980.451.0%1.5%1.5%1.67%979.60EX980.85EX981.80981.88981.98981.901.0%1.5%1.5%1.67%1.5%1.5%7.0%7.0%3.70%3.70%3.70%3.70%3.70%982.40982.95982.85982.35982.85T/C982.35G982.75T/C982.25G1.25%1.25%1.25%1.25%5.63%5.63%1.0%1.0%6.25%6.25%982.45982.30982.75T/C982.25G981.951.75%0.60%1.0%982.05982.151.18%1.47%TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS INCOMPLIANCE WITH SUDAS SECTION 2010. RESPREAD TOPSOIL TO A MINIMUM DEPTHOF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TOACHIEVE A MINIMUM DEPTH OF 8".2.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.3.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080GRADING 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\170336\DWG\C3 GRADING.DWG11/1/2017 3:04:08 PM DETAIL 'B'DETAIL 'A'
HYDHYDCONNECT TO6" SANITARY STUBEX. FL=968.72(CONTRACTOR TO VERIFYPRIOR TO CONSTRUCTION.)CONNECT TO 6" WATER SERVICECONNECTION(CONTRACTOR TO VERIFY PRIOR TOCONSTRUCTION)SSWSOWSOWSOWSOPROPOSED WAREHOUSE
±10,560 S.F.
FF=985.00
OUTLOT "X"AREA = 71,778 SF(1.65 AC)6" SANITARY SEWER SERVICE STUB(COORDINATE WITH CDA'S I-80 WESTINDUSTRIAL PARK PLAT 1 CD'S)STRUCT #1DOUBLE SW-511 INTAKERIM=983.50FL(SE)=979.50STRUCT #3DOUBLE SW-511 INTAKERIM=984.50FL (NW)=979.14DDSTRUCT #4SW-502 INTAKEW/ FLAT GRATERIM=981.00FL(W)=977.00DDDDSTRUCT #5SW-501 INTAKET/C=981.00RIM=980.50FL(E)=975.88FL(N)=975.78STRUCT #8INSTALL 22-1/4" DIA ORIFICEPLATE ON EX. FES.EX. FL=969.53(CONTRACTOR TO VERIFYPRIOR TO CONSTRUCTION)STRUCT #7C36" FES W/FOOTING & APRONFL=969.53STRUCT #6STORM CLEANOUTRIM=984.75FL(SE)=980.00STRUCT #7A24" NYLOPLASTW/ SOLID LIDTOP=980.50FL(N)=976.50FL(SE)=976.40STRUCT #724" NYLOPLASTW/ SOLID LIDTOP=987.50FL(S)=983.50STRUCT #6BSW-401 MANHOLERIM=982.35FL(NE/S)=974.60FL(NW)=973.20SAN MH, SW-301RIM=INV(NE)=968.82EX INV(SW)=968.72SAN CLEANOUTRIM=984.00INV=970.38SAN CLEANOUTRIM=982.00INV=971.11116 LF 6" SAN SEWER
SERVICES=1.00%73 LF 6" SAN SEWERSERVICES=1.00%121
L
F
6
"
S
A
N
S
E
W
E
R
SE
R
V
I
C
E
S
=
2
.
0
0
%112 LF 24" RCPS=1.00% (PN-4)118 LF 24" RCP
S=1.00% (PN-5)71 LF 18" RCPS=2.5% (PN-3)137 LF 24" RC
P
S=1.94
%
(PN-
6
A
)
36 LF 36" RCP
S=0.50
%
(PN-7
B
)
237 LF 12" N-12
S=2.95% (PN-7)DD53
LF
15
"
R
C
P
S
=
1.
5
%
(P
N
-
2
)**CRITICAL CROSSING**30" ST BP=972.956" SANI TP=970.80COCOHYDHYDR150' HYDRANT, TYPFLOOR DRAINPER DOOR BAY(DONE BY OTHERS)TYP.HYDRANTASSEMBLYCONNECT TO BUILDING 2"WATER SERVICE AND 6" FIRESERVICE. CONTRACTOR SEEMECHANICAL PLANS FOR DETAILS.6" X 6"TEELOT 5AREA = 190,446 SF(4.37 AC)SAN CLEANOUTRIM=984.70FL=973.532" WATER SERVICE& CURB STOP6" FIRE SERVICE& VALVECONTRACTOR TO COORDINATE W/ UTILITYPROVIDER & OWNER PRIOR TOCONSTRUCTION.SEE ELEC. PLAN FOR DETAILS**CRITICAL CROSSING**6"W BP=978.006" SANI TP=973.00BUILDING SANITARY SEWERCONNECTION. CONTRACTOR SEEMECHANICAL PLANS FOR DETAILS.INV=974.508" DOWNSPOUTCONNECTION @ MIN1.5% SLOPE, TYP.(REF.MECHANICAL PLANS)35' INGRESS/EGRESS EASEMENTBUILDING SANITARY SEWERCONNECTION. CONTRACTOR SEEMECHANICAL PLANS FOR DETAILS.INV=975.006" WATERMAIN
STRUCT #2SW-511 INTAKERIM=983.25FL(NW/N)=978.25FL(SW)=978.15101 LF 12" N-12S=1.0% (PN-6)DD**CRITICAL CROSSING**BEND WATER UNDERSTORM IF NECESSARY(SEE NOTE 10 THIS SHEET)WATER BP=977.00STORM TP=975.50146.88'M
N00°02'49"E
15' PUE6" WATERMAIN6"
W
A
T
E
R
M
A
I
N 6" WATERMAINCOCOSTRUCT 1ACLEANOUTRIM=985.25FL(S)=980.25122 LF 15" RCPS=1.10% (PN-1)196.39'MS89°57'11"E35.99'MS50°09'20"WR=80.00' Δ=50°06'31"L=69.97'M CH=67.76'N25°06'04"E6" WATERMAIN52 LF 12" N-12S=5.0% (PN-7A)STRUCT #7BSW-401 MANHOLERIM=983.00FL(NW)=973.80FL(E)=972.29FL(SW)=969.71COCOCOCOCOCOSAN CLEANOUTRIM=981.00INV=969.22COCO40 LF 6" SAN SEWERSERVICES=1.00%141 LF 30" RCPS=1.0% (PN-6B)65 LF 12" RCPS=3.08% (PN-1A)STRUCT #6ASW-401 MANHOLERIM=984.10FL(NW)=978.99FL(SE/E)=977.36FL(SW)=977.26SAND/OIL SEPERATORSHALL BE PROVIDED INDOORS(REF MECH AND ARCH)GAS SERVICE(CONTRACTOR TOCOORDINATE WITHOWNER AND GASPROVIDER PRIORTO CONSTRUCTION)GAS METER(CONTRACTOR TOCOORDINATE WITHOWNER AND GASPROVIDER PRIORTO CONSTRUCTION)GAS SERVICE(CONTRACTOR TOCOORDINATE WITHOWNER AND GASPROVIDER PRIORTO CONSTRUCTION)PROPOSED OFFICE±4,960 S.F.FF=985.00CONNECT TO BUILDING 2"WATER SERVICE AND 6" FIRESERVICE. CONTRACTOR SEEMECHANICAL PLANS FOR DETAILS.6" X 6" TEE2" WATER SERVICE& CURB STOPHYDRANTASSEMBLY6" FIRE SERVICE& VALVEGM GMH Y DH Y DBLOWOFF HYDRANT ASSEMBLY(COORDINATE WITH CDA'S I-80WEST INDUSTRIAL PARK PLAT 1CD'S)CONNECT TO 12" WATER MAIN WITHTAPPING VALVE AND SLEEVE.(COORDINATE WITH CDA'S I-80 WESTINDUSTRIAL PARK PLAT 1 CD'S)(CONTRACTOR TO VERIFY PRIOR TOCONSTRUCTION.)
6
"
S
A
N
S
EW
E
R
S
E
R
V
IC
E
SCONNECT TO EXISTING SANITARYSEWER MAIN WITH WYE AND RISER.(COORDINATE WITH CDA'S I-80 WESTINDUSTRIAL PARK PLAT 1 CD'S)(CONTRACTOR TO VERIFY PRIOR TOCONSTRUCTION.)8" WATERMAIN**CRITICAL CROSSING**BEND WATER UNDERSTORM IF NECESSARY(SEE NOTE 10 THIS SHEET)WATER TP=973.40STORM BP=974.90W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W23456INTERSTATE PARKWAYST36"DEX. 18" FESFL=970.25EX. 30" FESFL=969.53EX. 60" STORM MHRIM=975.30FL 18"(N)=969.99FL 30"(E)=969.26FL 36"(S)=969.16ST
36"
ST
36"DST36"EX. SW-505 INTAKERIM=974.78FL 36"(N)=969.09FL 36"(S)=968.98EX. SW-506 MOD. INTAKERIM=974.78FL 36"(N)=968.89FL 15"(SE)=970.02FL 36"(SW)=968.79EX. 72" STORM MHRIM=975.39FL 36"(NE)=968.51FL 36"(S)=968.41EX. 36" FESFL=968.1520'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70'
R
.
O
.
W
.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSSEX. 48" SAN MHRIM=975.46INV 8"(SE)=965.47INV 8"(W)=965.37EX. 48" SAN MHRIM=977.58INV 8"(SE)=967.42INV 8"(NW)=967.32EX. 48" SAN MHRIM=990.15INV 8"(E)=979.33INV 8"(NW)=979.23UTILITY NOTES:1.ALL PROPOSED UTILITIES 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.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.8.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.9.CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS AND ELEVATIONS PRIOR TOCONSTRUCTION.10.AT CRITICAL CROSSING WHERE THE WATER MAIN IS LOCATED BELOW THE STORM SEWER,PROVIDE GASKETED STORM SEWER PIPE WITH THE MIDPOINT OF THE STORM SEWER PIPESECTION LOCATED AT THE CRITICAL CROSSING LOCATION AND GASKET JOINT TO EACH SIDE OFCROSSING.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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170336\DWG\C4 UTILITY.DWG11/1/2017 3:04:42 PM
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"INTERSTATE PARKWAY988989990991992993994995996997998999
10009999989979969959949939929919909899889879869859849839829819809799789869
8
5 9849839829819
8
0 979978ST36"DST
36"
ST
36"DST36"20'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70'
R
.
O
.
W
.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSHYDHYDSS WSOWSOWSOWSOPROPOSED WAREHOUSE
±10,560 S.F.
FF=985.00
DDDDDDDDCOCOHYDHYD8' HT CONCRETEWALL (SEE STRUCT &ARCH PLANS FORDETAILS)LANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)35' INGRESS/EGRESS EASEMENTLANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)DD15' PUECOCOCOCOCOCOCOCOCOCOPROPOSED OFFICE±4,960 S.F.FF=985.00GM GMH Y DH Y DLANDSCAPE WALL(SEE STRUCTURALPLANS FOR DETAILS)PC3BH3RB1RB3SL3OG4RO1TE1SW1RO1BH3LD5TJ1DK5TJ2AB3ER6TJ9JM1AM1GS1LD3SB3DF1MG17PD12LB23VW1GL8DF15MC8KF10ER1LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ONPLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTERACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVERBEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.10.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.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECTAND THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.14.ALL ROCK AREAS INDICATED ON PLAN SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (ORSIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK ISINSTALLED.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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE040204080DO 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.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPLANTING SCHEDULEM:\LAND PROJECTS 2017\170336\DWG\C5 LANDSCAPING - PER RJ 110217_1_7792_7704.SV$.DWG11/2/2017 3:11:51 PM SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)WETLAND SEED MIX: SEED TYPE TO BE "WETLAND SEED MIX" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALLSEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 30 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDINGINSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE.GENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA 189,545 SFREQUIRED OPEN SPACE(15%)28,431 SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1/1000 SF OPEN SPACE)29 TOTAL REQUIRED OVERSTORY (50% MINIMUM)(15)TOTAL TREES PROVIDED 29 TOTAL OVERSTORY PROVIDED(15)TOTAL REQUIRED SHRUBS (1/1000 SF OPEN SPACE)29 TOTAL SHRUBS PROVIDED36INTERIOR PARKING REQUIREMENTTOTAL TREES REQUIRED 2 TOTAL TREES PROVIDED 2EAST BUFFER FOR STORAGE YARDTOTAL LENGTH OF BUFFER175REQUIRED OVERSTORY TREES (1 PER 50 LF)4REQUIRED EVERGREEN TREES (2 PER 50 LF)7REQUIRED UNDERSTORY TREES (2 PER 50 LF)7DO NOT CUT CENTRAL LEADERPROPOSED OUTLOT AREANOT INCLUDED IN LANDSCAPEOPEN SPACE CALCULATIONS.SOD TO GRADING LIMITS ASREQUIREDLANDSCAPE ROCK BEDPROPOSED PONDWITH DETENTION
0" TO 6"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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170336\DWG\C6 DETAILS.DWG 11/1/2017 3:05:36 PM
SIDEWALK DETAILSCALE NONE6C601FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"
5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE5C601Parallel 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.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 4feet by 4 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 4' MIN 4
'
M
INVARIES3ADA RAMP DETAILSSCALE NONEC601 D42"VARIESSAME DIMENSION AS END SECTIONFLARED ENDSECTIONAA42"ELEVATIONSECTION A-A#4 BARS @ 18" ON CENTERUNDISTURBED SOILPIPE BEDDINGCONCRETE FOOTING6"1'- 8"FLARED END SECTIONW/ TRASH GUARDFLARED END SECTION DETAILSCALE NONE7C601 MUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND, BLACKGALVANIZED STEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)PER ADA REQUIREMENTS60"HC PARKING SIGN DETAILSCALE NONEINSTALL POLE 1' FROM BACK OF WALK,DIRECT BURY POLE 4' MIN INTO GROUND4C601DETENTION POND TYPICAL CROSS SECTIONSCALE NONE9C601NORMAL POND ELEVATIONPOND BOTTOM4'1'100-YEAR ELEVATION2.5'1'10'24" MIN DEPTHCLAY LINERSUDAS TYPE 3.BWOOD EXCELSIOR RECPEXTENDED TO TOP OF BERM1'2'1'SUDAS TYPE 3 TRMFROM 1' BELOW NORMALPOND TO 1' ABOVETRM SHALL BE EARTH ANCHOREDTRM INSTALLATION NOTES:1.TURF REINFORCEMENT MAT (TRM) SHALL BE INSTALLEDIMMEDIATELY AFTER GRADING IS COMPLETED AND PRIOR TO THEFILLING OF THE POND. THE CONTRACTOR IS RESPONSIBLE FORCOORDINATING SAID WORK.2.IF TRM IS NOT INSTALLED PRIOR TO POND FILLING, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELYDRAINING THE POND IN ORDER TO INSTALL THE TRM. NOADDITIONAL COMPENSATION WILL BE PROVIDED FOR THIS WORK.3.SUDAS TYPE 3 TRM SHALL BE EARTH ANCHORED.NOT TO SCALEOUTLET RESTRICTION DETAIL FILL VOID WITH JOINT SEALERFIT 1/4" THICK STEEL ORIFICEPLATE INTO FLARED END SECTIONJOINT. POSITION HOLE TO FITBOTTOM OF PIPE.SIZE PLATE TO FIT TONGUEAND GROOVE JOINT. ORIFICE PLATE STANDARD FLARED END SECTIONSTANDARD JOINT TIESHOLE DIAMETER AS SPECIFIED8C601 HEAVY DUTY PAVEMENT SECTIONSCALE NONE2C601NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.REFERENCE GEOTECHNICAL REPORT FOR GRANULAR SUBBASE& SUBDRAIN REQUIREMENTS (TERRACON REPORT #AB175037-01).LIGHT DUTY PAVEMENT SECTIONSCALE NONE1C601NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.REFERENCE GEOTECHNICAL REPORT FOR GRANULAR SUBBASE& SUBDRAIN REQUIREMENTS (TERRACON REPORT #AB175037-01).R 2"R 1"6"6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR6" P.C.C.(C4 MIX)2-6" LIFTSR 2"R 1"6"6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR7" P.C.C.(C4 MIX)2-6" LIFTSPROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)MIN. 6" STORM SEWER (PER PLAN)FLOOR SLABDOWNSPOUT CONNECTION DETAILNOT TO SCALEPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSED FOUNDATION WALL2"DEPTH VARIES
PER PLAN9C6.1CAP BLOCKCOMPACTED GRANULARWALL FOUNDATIONSTANDARD CONCRETEMASONRY MODULARBLOCKMODULAR BLOCK WALL DETAILNOT TO SCALE1/2" DIA. NYLON/FIBERGLASS CONNECTION PIN OR ANCHOR BAR OR INTEGRAL CONCRETE SLEAVE CONNECTION12" MIN. WIDTHCOMPACTEDGRANULAR MATERIALGEOGRIDWHEN REQ'DCOMPACTED FILL4"4' MAX.
HEIGHT10C601
SCALE: NONE3'-0"TYPICAL BRACE ASSEMBLY DETAIL6"10'-014"10'-0"POST SPACINGNOTES:ONE BRACE RAIL INSTALLATIONSHALL BE PLACED EVERY 90 FEET.TRUSS RODTIGHTENING DEVICEGROUND LINEFENCE FABRICPOST CAPCONCRETEENCASEMENT1'-4"2" CLEARANCEMAX.TOPTENSIONWIREBOTTOMTENSION WIRE10'-0"POST SPACINGLINE POSTPULL POSTTRUSS RODBRACE RAIL45'-0 OVERALL GATE LENGTH30'-0" CLEAR OPENING15'-0" COUNTERBALANCE LENGTHMANUAL CANTILEVER SLIDE GATE - ELEVATIONMANUAL CANTILEVER SLIDE GATE - PLAN1'-4"DIA.44'-714" OPENING IN FENCE (SEE SITE PLANS)GATE FRAMEROADWAYCATCH ASSEMBLY- SEE DETAIL 10/C2.2POST(TYPICAL)POST (TYPICAL)316" SS CABLE(TYPICAL)TOP PRIMARYMEMBERMAXIMUM LENGTH WHEN OPENHANGER ASSEMBLY -SEE DETAIL 10/C2.2HANGER ASSEMBLY - SEEDETAIL 10/C2.2GROUND LINEBOTTOM GUIDE ASSEMBLY- SEE DETAIL 10/C2.2BOTTOM GUIDE ASSEMBLY- SEE DETAIL 10/C2.2CATCH ASSEMBLY- SEE DETAIL 10/C2.2FENCE FABRICALUMINUM TUBE(TYPICAL)2" MIN. 5" MAX. CLEARANCEFROM PAVEMENT OR GROUNDHEIGHT OF FENCE = 7'-0"GATE HANGER ASSEMBLYBOTTOM GUIDE ASSEMBLYCATCH ASSEMBLYCATCHER MOUNTINGANGLECATCHERPOSTPADLOCKHOLEGATE FRAMEPADLOCK HOLECOMPANIONBOTTOM GUIDEBRACKETPOSTGUIDE WHEELSHANGERBRACKETSECTION AAPOSTTOP PRIMARY MEMBERALUMINUM TUBEGATE HANGER ASSEMBLY- SEE DETAIL 10/C2.2STANDARD TRACKALUMINUM TUBEBOTTOM GUIDE ASSEMBLY- SEE DETAIL 10/C2.2HEIGHT OF FENCE = 7'-0"TYPICAL LINE POST DETAILSCALE: NONESCALE: NONETYPICAL GROUND ROD DETAILCONNECT TO BOTTOMTENSION WIREFENCE FABRICCROWN 1" MIN2" MAX.- TYPICAL1'-0"6"3'-0"GROUND LINECONCRETEENCASEMENTSTEEL POSTCONCRETEENCASEMENTGROUNDLINECONNECT TO TOPTENSION WIRECONNECT TWICE (2)TO FENCE FABRICFENCE FABRICNo. 8 AWG BARE COPPERWIRECLAMP TO GROUND ROD34" X 10'-0" COPPER CLADSTEEL GROUND RODDETAILS SHEETC6.2REFERENCE 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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170336\DWG\C6 DETAILS.DWG 11/1/2017 3:05:40 PM
6CHAIN LINK FENCE DETAILSSCALE: N.T.S.MANUAL CANTILEVER SLIDE GATE DETAILS10SCALE: N.T.S.SLIDE GATE SECTION9MANUAL CANTILEVERSCALE: N.T.S.TYPICAL CORNER ASSEMBLY7CHAIN LINK FENCE DETAIL4CHAIN LINK FENCE DETAILS5CHAIN LINK FENCE DETAILSSCALE: N.T.S.MANUAL CANTILEVER SLIDE GATE PLAN & ELEVATION8SCALE: N.T.S.10' JERSEY CONCRETE BARRIER11
HYDHYDSS WSOWSOWSOWSOPROPOSED WAREHOUSE±10,560 S.F.FF=985.00DDDDDD DD982982983 982 985
986 986989990991992985984984984985 987986984979978977970980982978COCOHYDHYD
SILT SOCKSILT SOCKSILT SOCKSILT SOCKSFSFSFSFSFSFSFSFSF
SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFINLETPROTECTIONINLETPROTECTIONINLETPROTECTIONSILT FENCESILT FENCESILT SOCKSILT SOCKSILT SOCKSILT SOCKSILT SOCKSILT SOCKSFSFINLET PROTECTIONSFSFSFSILT SOCKSILT SOCKSILT FENCESILT SOCKSILT SOCKSILT SOCKSILT SOCKSILT SOCKSFSTABILIZED CONSTRUCTION ENTRANCE:20'X50'-6" DEEP, 2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETE WASHOUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BEDISPOSED OF PER FEDERAL ANDLOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTER LOCATION,DISPOSE OF WASTE PER FEDERAL AND LOCALREGULATIONS988981 987981
988 987970960965983975975965976976975970977983975984975DD
TOPSOIL
STOCKPILESF
SF ULTIMATEDISCHARGELOCATIONSFSFSFSFCOCO985985986988989986 991992993989991986990987985980981985 987984980983970975 982984983980979983983983982981981982 98598698798
6
987COCOCOCOCOCOCOCO 984984984984SFSFPROPOSED OFFICE±4,960 S.F.FF=985.00GM GMH Y DH Y DW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"25INTERSTATE PARKWAY982981988988989990991992993994995996997998999
1000999998997996995994993992991990989988987986985984983982981980979978986985984983982981980979978ST36"DST36"ST36"DST36"20'EX. OVERLANDFLOWAGEEASEMENT10
'
P
.
U
.
E
.30' REAR SETBACK30' FRONT SETBACK25' SIDE SETBACKSTORM SEWEREASEMENT70' R.O.W.SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCETO JOHNSONCREEK80SITESWPPPC7.1REFERENCE 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:RJ LAWN SERVICE
655 INTERSTATE PARKWAY, WAUKEE IOWAMJESVS09-08-17 1ST CITY SUB10-10-17 2ND CITY SUB10-20-17 3RD CITY SUB170336PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE040204080STORM 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.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 NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE 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.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.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 RISERSIGNDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOT 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 BAGM:\LAND PROJECTS 2017\170336\DWG\C7 SWPPP.DWG11/1/2017 3:06:15 PM
PROPERTY DESCRIPTION:LOT FIVE (5) IN I-80 WEST INDUSTRIAL PARK PLAT 1, AN OFFICIALPLAT, IN THE CITY OF WAUKEE, DALLAS COUNTY, IA.TOTAL SITE AREA:262,224 S.F. (6.02 AC)ADDRESS:655 INTERSTATE PARKWAYWAUKEE, IA 50263OWNER/PREPARED FOR:RJ LAWN SERVICE16180 SE LAUREL STREETWAUKEE, IA 50263PHONE: (515) 987-4394ZONING:M-1 LIGHT INDUSTRIAL DISTRICT-30 FT FRONT YARD SETBACK-30 FT REAR YARD SETBACK-25 FT SIDE YARD SETBACK WHEN ADJACENT TO "R" OR "C-1"DISTRICT, OTHERWISE 0'-MAXIMUM OF 3 STORIESBENCHMARK:WAUKEE CITY BM#G120, ALUMINUM ROD W/ CAP EAST SIDE OF UPAGE, 150 FEET ± SOUTH OF 300TH STREET.ELEVATION=1011.76(BENCHMARK INFO PER CDA I-80 WEST INDUSTRIAL PARK PLAT 1PLANS)STABILIZED ENTRANCE 20'X50'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFGRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATION150.50G150.50T/C150.50150150DISTURBED AREA: 6.0 ACRES
www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
3D View
RJ LAWN
RJ Lawn
Owner
10/20/17
Checker
Date Description
3D View (SE Corner)
RJ Lawn & Landscape Building
P&Z Submittal
9' - 0"16' - 8 5/8"9' - 0"9' - 0"www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/4" = 1'-0"
Elevations
RJ LAWN
RJ Lawn
Owner
10/20/17
Checker
Date Description
Front Elevation (Side Facing Pond)
Rear Elevation
RJ Lawn & Landscape Building
P&Z Submittal
1 1/2"/12" Roof Slope
4' Overhang
1 1/2"/12" Roof Slope
4' Overhang
Stone:
Stone Source
Black Mountain Natural Slate
Siding:
James Hardie
Stucco Panels
Siding:
James Hardie
Stucco Panels
Roof:
24 Gauge Standing Seam Metal
Roof:
24 Gauge Standing Seam Metal
UP
UNEXCAVATED
STORAGE AREA/ UNFINISHED
80' - 0"62' - 0"47' - 10"28' - 8"Sprinkler Room 3'-0"UTILITY AREA
24' - 4"38' - 0"
11' - 6"37' - 6"12' - 8"21' - 8"28' - 2"15' - 9"9' - 9"
BEARING FOR FLOOR & WALLS ABOVE FOR TRUSS SUPPORT (ROOF)
BEARING FOR FLOOR & WALLS ABOVE FOR TRUSS SUPPORT (ROOF)
BEARING
BEARING
BEARING
BEARINGElectrical
FL = 973, Sprinkler
FL = 973, Water
FL = 974.50, Sanitary
GAS
www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/4" = 1'-0"
Basement
RJ LAWN
RJ Lawn
Owner
10/20/17
Checker
Date Description
RJ Lawn & Landscape Building
P&Z Submittal
Lower Level
DN
80' - 0"62' - 0"30' - 0"22' - 0"6' - 0"5' - 0"5' - 0"4' - 0"8' - 7"5' - 0"5' - 0"3' - 9"6' - 10"20' - 0"15' - 11"11' - 9"9' - 7"
6' - 0"9' - 0"3' - 4"9' - 4"9' - 11"9' - 11"
9' - 10"9' - 11"9' - 10"
12'-0" x 8'-0" OHD
8'-0" x 8'-0" OHD
DISPATCH
10' - 0"10' - 0"
BREAK ROOM
Controller CEO
Payroll HR Admin.
(Future)
Production
(Future)
3'-0"
3'-0"
RO: 2'-8" Drywall
Wrapped
3'-0" [Barndoor] Wall
Mount 2'-8"2'-8"2'-6"2'-6"2'-6"2'-6"2'-6"2' - 2"Printer Nook &
Kuerig Station
2'-6"Lobby/Display Area
Conference
Room 1 Conference Room 2 3'-0"3' - 6"9' - 10"9' - 10"13' - 7 3/8"11' - 10 5/8"9' - 10"3' - 6"4' - 0"9' - 0"12' - 6"12' - 6"9' - 0"9' - 0"9' - 0"9' - 0"6' - 0"3' - 8 1/2"8' - 1"8' - 1"14' - 4 1/2"27' - 9"62' - 0"2' - 10"9' - 0"9' - 0 3/4"6' - 2"6' - 2"5' - 11"7' - 3"9' - 6"9' - 6"9' - 2 1/2"5' - 4 3/4"3'-0"8'-0" x 8'-0"10' Curtain Wall10' Curtain Wall10' Curtain Wall 5' Partition Walls5' Partition Walls5' Partition Walls5' Partition Walls5' Partition Walls5' Partition Walls5' Partition Walls
5' Partition Walls 5' Partition Walls5' Partition Walls 5' Partition Walls5' Partition Walls(walls to ceiling)(walls to ceiling)
(walls to ceiling)(walls to ceiling)10' - 3 1/2"10' - 0"5' Partition Walls5' Partition Walls3'-0"
(wall to ceiling)(wall to ceiling)(wall to ceiling)
36"x18" Transoms
FrameCeilingHeight to 9'(wall to ceiling)12' - 0"2'-8"5' Partition Walls
2'-6"2'-6"TIGHT48"x60"
48"x24"
48"x60"
48"x24"
48"x60"
48"x24"
48"x60"
48"x24"3'-0"48"x60"48"x24"48"x84"48"x24"48"x24"48"x84"48"x24"(Future Countertops/Desk)(Future Countertops/Desk)48"x36"48"x84"48"x24"48"x36"
48"x84"
48"x24"
48"x36"
48"x84"
48"x24"
48"x36"
48"x84"
48"x24"
48"x36"
48"x84"
48"x24"
48"x36"
48"x84"
48"x24"
48"x36"
48"x84"
48"x24"
96"x36"
96"x36"
96"x36"48"x18"48"x84"48"x24"48"x36"48"x84"48"x24"48"x72"48"x24"6' - 0"10' - 0"4' - 0"9' - 3"9' - 3"9' - 3"9' - 3"
9' - 3"9' - 3"9' - 3"9' - 3"
9' - 3"9' - 3"9' - 3"
9' - 3"9' - 3"Frame CeilingHeight to 9'4' - 1 1/2"
9' - 3"ø 5' - 0"1' - 6"1' - 6"
ADA Bath
18' - 9 1/2"25' - 6 1/2"48"x66"48"x24"RO: 2'-8" Drywall
Wrapped
3'-0" [Barndoor] Wall
Mount
RO: 2'-8" Drywall
Wrapped
3'-0" [Barndoor] Wall
Mount
RO: 2'-8" Drywall
Wrapped
3'-0" [Barndoor] Wall
Mount
RO: 2'-8" Drywall
Wrapped
3'-0" [Barndoor] Wall
Mount (wall to ceiling)96"x36"
Transom Above
Fridge End
Panel
(Cabinet)4'-3" Total RO:3'-0" Door15" Sidelite2x6 BEARING 2x6 BEARING
2x6 BEARING 2x6 BEARING
2x6 BEARING
Gas Meter
www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/4" = 1'-0"
Main Level
RJ LAWN
RJ Lawn
Owner
10/20/17
Checker
Date Description
RJ Lawn & Landscape Building
P&Z Submittal
16' - 8 5/8"9' - 0"9' - 0"9' - 0"9' - 0"16' - 8 5/8"www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/4" = 1'-0"
Elevations2
RJ LAWN
RJ Lawn
Owner
10/20/17
Checker
Date Description
Right Elevation (Main Entrance)
Left Elevation
RJ Lawn & Landscape Building
P&Z Submittal
1 1/2"/12" Roof Slope
4' Overhang
1 1/2"/12" Roof Slope
4' Overhang
Stone:
Stone Source
Black Mountain Natural Slate
Siding:
James Hardie
Stucco Panels
Siding:
James Hardie
Stucco Panels
Roof:
24 Gauge Standing Seam Metal
Roof:
24 Gauge Standing Seam Metal
23' - 0"18' - 0"23' - 0"18' - 0"18' - 0"23' - 0"www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/8" = 1'-0"
Elevations
RJ Lawn
RJ Lawn
Berkey
10/20/17
Checker
Date Description
1/8" = 1'-0"1 Front
1/8" = 1'-0"2 Rear
1/8" = 1'-0"4 Right
1/8" = 1'-0"3 Left
RJ Lawn Storage Building
P&Z Submittal
Scale: 1/8" = 1'-0"
1"/12" Roof Pitch1"/12" Roof Pitch
1"/12" Roof Pitch
1"/12" Roof Pitch
Structuroc:
White
Galvalume Metal Roof
Structuroc:
White
Galvalume Metal Roof
Structuroc:
White
Galvalume Metal Roof
Structuroc:
White
Galvalume Metal Roof
Poured Concrete Wall:
Poured Concrete Wall:
Poured Concrete Wall:Poured Concrete Wall:
176' - 0"60' - 0"28' - 0"146' - 9"
18'-0"x16'-0" OHD 18'-0"x16'-0" OHD
18' - 5"21' - 5"37' - 5"21' - 6"37' - 5"21' - 5"18' - 5"
MECHANICS BAY22' - 9"14' - 0"7' - 3"3'-0"
18'-0"x16'-0" OHD18'-0"x16'-0" OHD18'-0"x16'-0" OHD18'-0"x16'-0" OHD
[OPEN BAY AREA]60"x24"60"x24"2'-6"Drain Drain Drain Drain Drain
3'-0"3'-0"3'-0"3'-0"3'-0"18'-0"x16'-0" OHD3'-0"3' - 0"13' - 0"5' - 5"13' - 0"21' - 5"13' - 0"11' - 5"13' - 0"21' - 6"13' - 0"11' - 5"13' - 0"21' - 5"13' - 0"5' - 5"
(Future Wall)
Sprinkler
Room
21' - 7"
6' - 5"6' - 10"27' - 7"3' - 0"Utility Area - Location TBDSand/OilSeparator2'-6"FL= 979, Sprinkler
FL= 979, Water
About = 2.5' Below Slab, Sanitary
Gas Meter
Drain
www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
1/8" = 1'-0"
Main Level
RJ Lawn
RJ Lawn
Berkey
10/20/17
Checker
Date Description
RJ Lawn Storage Building
P&Z Submittal
Main Level
Scale: 1/8" = 1'-0"
www.autodesk.com/revit
Scale
Project Address/Name
Date
Drawn by
Checked by
Berkey Home Builders, Inc.
PO Box 7, Altoona, IA 50009
Home Office (515) 967-3136
www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the soleproperty of Berkey Home Builders, Inc. and may not be copied inwhole or part, printed or otherwise disseminated without expresswritten permission of Berkey Home Builders, Inc.This floor plan is for
informational purposes only.
The details including but not
limited to sizes and options
are subject to change and
should be independently
verified by the buyer with the
builder.
Brit Bell
3D View
RJ Lawn
RJ Lawn
Berkey
10/20/17
Checker
Date Description
3D View
RJ Lawn Storage Building
P&Z Submittal
1"/12" Roof Pitch
2'-0" Overhangs
29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"30' - 0"120' - 0"120' - 0"1' - 6"1' - 6"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"(Center to Center)(Center to Center)(Center to Center)(Center to Center)(Center to Center)(Center to Center)(Center to Center)(Center to Center)Date:Drawn By:10-20-2017Brit BellResidential DesignerBerkey Home Builders, Inc.PO Box 7, Altoona, IA 50009Home Office (515) 967-3136www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the sole property of BerkeyHome Builders, Inc. and may not be copied in whole or part, printed or otherwiseedisseminated without express written permission of Berkey Home Builders, Inc.Project Name:This floor plan is for informational purposes only. Thedetails including but not limited to sizes and optionsare subject to change and should be independentlyverified by the buyer with the builder.RJ Lawn & LandscapeGROUND LEVELRJ Lawn & Landscape - Roof Only StructureScale: 1" = 10'-0"3D VIEW1/12 Roof Pitch2' Overhang off Rear
Ground Level0' - 0"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"120' - 0"16' - 8"Ground Level0' - 0"14' - 0"120' - 0"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"29' - 7 1/2"Ground Level0' - 0"14' - 0"16' - 8"30' - 0"2' - 0"1' - 0"1' - 6"Ground Level0' - 0"14' - 0"16' - 8"1' - 0"1' - 6"30' - 0"2' - 0"Date:Drawn By:10-20-2017Brit BellResidential DesignerBerkey Home Builders, Inc.PO Box 7, Altoona, IA 50009Home Office (515) 967-3136www.berkeyhomebuilders.com(C) 2015 Berkey Home Builders, Inc. drawings, plans, etc. are the sole property of BerkeyHome Builders, Inc. and may not be copied in whole or part, printed or otherwiseedisseminated without express written permission of Berkey Home Builders, Inc.Project Name:This floor plan is for informational purposes only. Thedetails including but not limited to sizes and optionsare subject to change and should be independentlyverified by the buyer with the builder.RJ Lawn & LandscapeFRONT ELEVATIONREAR ELEVATIONRIGHT ELEVATIONLEFT ELEVATIONRJ Lawn & Landscape - Roof Only StructureScale: 1" = 10'-0"Galvalume Metal RoofGalvalume Metal RoofGalvalume Metal RoofGalvalume Metal Roof