HomeMy WebLinkAbout2016-11-21-J07 Stone Prairie Plat 4_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 21, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hickman
West Industrial Park Plat 4 [2355 SE L.A. Grant Parkway]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Primus Construction, with property owner, Vision Bank of
Iowa, requests approval of a site plan to allow the site improvements for the
construction of a dental office. The site plan identifies a 3,954 square feet
dental clinic to be constructed on a 1.57 acre lot that is located near the
intersection of SE L.A. Grant Parkway and SE Westown Parkway. The site
plan identifies the possibility of future improvements adjacent to the dental
clinic. These improvements will require site plan approvals as well.
Access to the property will be provided via an access off of SE Wildflower
Drive. With future development of Stone Prairie Plat 4 an access to SE
Westown Parkway will be provided as well.
The applicant has provided elevations for proposed building on the site which
meets the intent of the architectural guidelines within the Site Development
and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
Approval of a Preliminary Plat, Site Plan, Final Plat for Stone Prairie Plat 4[2355 SE L.A. Grant
Parkway]
Waukee Senior Planner Andy Kass introduced the request for approval of a preliminary plat, site plan,
and final plat for the creation of 2 commercial lots and the construction of a dental clinic by the
applicant, primus construction. The Subject property is located at the southwest corner of the SE
Westown Parkway and SE L.A. Grant Parkway intersection.
Mr. Kass advised that the proposed request involves the re-platting of out lot Y from Stone Prairie Plat
1 to two separate lots. Lot 1 is proposed to be 1.93 acres and Lot 2 is proposed to be 1.57 acres in area.
The intent is to utilize the properties for Commercial Development. The Site Plat for Stone Prairie Plat
4 requests the approval for a 3,594 square foot dental clinic and associated parking to be located on
proposed Lot 1 with a trash enclosure located on the west side of the access drive. The site plan also
identifies additional buildings that could be constructed on lot 1 and lot 2. These future buildings will
required separate site plan approvals from the Planning and Zoning Commissioner and the City
Council.
Mr. Kass explained that the proposed dental clinic will be accessed off of SE Wildflower Drive on the
west side of Lot 1. Future site plans will be required that the connection to SE Westown Parkway be
provided regardless if future development occurs on Lot 1 or Lot 2. The site plan identified a total of
27 parking spaces to be provided exceeding the required 11 spaces required per the parking ordinance.
Utilities are already available to the site and storm water detention will be provided in a detention pond
that is proposed to be located on the south side of the proposed dental clinic. The pond will outlet to
the storm sewer along SE Wildflower Drive which connects to a 42-ince storm sewer on the east side
of SE L.A. Grant parkway.
Mr. Kass stated that no public sidewalks are required as part of this initial development. However,
future site plans for any additional improvements on the site will require that the public improvements
along SE Westown parkway be completed. These improvements will include storm sewer, curb and
gutter, and a 5 foot sidewalk. There is an existing 10 foot trail that is located on the north side of SE
Wildflower Drive that will provide pedestrian access to the site. The applicant will provide 75% open
space exceeding the required 20%. The required amount of landscaping has been provided and
landscape buffers will be provided on the east, south, and west sides of the development.
Mr. Kass advised that colored elevation and material samples have been provided for review. Mr. Kass
also advised that the Fire Department has reviewed the plans and is comfortable with the proposed use
as long as the additional access is provided in the event that any other development aside from the
dental office is done.
At this time staff is comfortable with the site plan and would recommend approval of the preliminary
plat, final plat, and site plan for Stone Prairie Plat 4 subject to remaining Staff comments.
• Commissioner Streit questioned why the trash enclosure was so far from the building.
Commissioner Schmidt added to the question if the trash enclosure would be used to service
both lots if developed. Mr. Kass advised that the staff was not comfortable with the trash
enclosure doors facing SE Wildflower Drive and this is the compromise for the way the lot is
laid out. Mr. Kass also advised that it is possible to serve both lots if under the same owner. If
they sell the second lot then that development would need its own trash enclosure.
• Commissioner Schmidt advised that he was not thrilled with the best façade not facing a street.
Commissioners Streit and Hoifeldt advised that there were other buildings that sat angled on
their lots such as the mercy Clinic, and that the proposed elevations did seem similar all the
way around for this particular building.
• Commissioner Broderick asked for clarification on what appeared to be the doors of the trash
enclosure opening into a drive lane. Mr. Kass advised that it was not the trash enclosure doors,
but a marking to describe a change in pavement depth from the typical 6 inches to 7 inches
thick before the trash enclosure.
• Commissioner Broderick questioned how far the Trash Enclosure was from the building.
Chuck Bishop of 3501 104th Street, Des Moines, a representative of the applicant, advised it
was 150 feet away.
• Commissioner Hoifeldt questioned if there was a pad of pavement off of the sidewalk. Mr.
Bishop advised that it was the overhang of the building for the employee entrance.
Commissioner Schmidt moved to approve the site plan for Stone Prairie Plat 4 [2355 SE L.A. Grant
Parkway] subject to any remaining staff comments. The motion was seconded by Commissioner
Shanks. Ayes: Streit, Broderick, Hoifeldt, Shanks, and Schmidt. Nays: none. Motion Carries.
STAFF REVIEW AND COMMENT: At this time all staff comments have been addressed and
staff recommends approval.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report (see preliminary plat information)
III. Staff Comment Letter (see preliminary plat information)
IV. Site Plan/Preliminary Plat & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR STONE PRAIRIE PLAT 4 [2355 SE L.A. GRANT
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 Stone Prairie Plat 4, subject to remaining staff comments on October 25, 2016;
AND,
WHEREAS, the Site Plan for Stone Prairie Plat 4 is in general conformance with §304 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Stone Prairie Plat 4 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 21st day of November, 2016 that the Site Plan for Stone Prairie Plat 4 is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
SITESTONE PRAIRIE PLAT 4PRELIMINARY PLAT / SITE IMPROVEMENT PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.VICINITY MAPNOT TO SCALECOPYRIGHT 2016 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.ELECTRIC 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 NOTEDEELECEJEPGMGVA/CTTELTTSFOF/OTVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1EXIST. CONDITIONS/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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359M:\LAND PROJECTS 2016\160359\DWG\C0 COVER.DWG11/16/2016 1:55:07 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.PROPERTY DESCRIPTION:A REPLAT OF OUTLOT Y STONE PRAIRIE PLAT 1, CITY OF WAUKEE,DALLAS COUNTY, IOWA.ADDRESS:2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER:VISIONBANK OF IOWA104 CHESTNUTAMES, IA 50010PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: BRIAN BANOWETZ401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETESTIMATED EMPLOYEES:ESTIMATED EMPLOYEES = 5PARKING REQUIREMENTS:DENTAL OFFICE REQUIRED PARKING (3 PER 1,000 SF @ 3,594 SF) = 11 STALLS PROPOSED PARKING = 27 STALLS (INCL. 2 ADA)OPEN SPACE / IMPERVIOUS AREA:LOT 1TOTAL LOT AREA = 68,289 SF = 1.57 ACRESMIN. OPEN SPACE = 13,658 SF (20.0%)EXISTING OPEN SPACE = 68,289 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 51,603 SF (75.6%)PROPOSED IMPERVIOUS = 16,686 SF (24.4%)LOT 2TOTAL LOT AREA = 84,241 SF = 1.93 ACRESMIN. OPEN SPACE = 16,849 SF (20.0%)EXISTING OPEN SPACE = 84,241 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 84,241 SF (100.0%)PROPOSED IMPERVIOUS = 0 SF (0.0%)BENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄ SE LA GRANT PKWY &112.25' SE OF ℄ SE LA GRANT & ℄ SE WESTOWN PKWY.ELEVATION = 1035.61 (CITY OF WAUKEE DATUM)UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIEDBY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED ATTHE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANSSHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILLBE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDINGFOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, ORFACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HASBEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLESOF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FORPUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITHOWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OFNATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS,CITY OF WAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULTOF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENTPROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTEAREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITINGFROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THE WAUKEEDEVELOPMENT 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 DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKENDOR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SOD AND WATERED UNTILESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.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 SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVEDSOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) ASPER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THEPLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A.CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FORREFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH ANDLOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATEDWITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADEDINCORRECTLY, 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 ANDPROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED ORLOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARYADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED,REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, ANDSHOULD BE NOTED ON ALL AS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3FOOT WIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIEDWITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASHGUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%.SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OFCOMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES.TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESSOTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TOWATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED.THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERYHYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT)ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHENTHE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17.CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINKSEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.19.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.20.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING ANDTELEVISING. THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TOTHE CITY OF WAUKEE ENGINEERING DEPARTMENT.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 METERDSCOHYDI
CVWWSOYADREEM WWV
DEX STORM MHRIM=1034.29FL (E)=1031.31EX INTAKET/C=1034.17EX INTAKET/C=1034.15EX INTAKET/C=1034.54EX INTAKET/C=1034.51DEX STORM MHRIM=1035.25FL (NE)=1028.40FL (N)=1028.20FL (W)=1028.10FL (S)=1028.05EX INTAKET/C=1033.62FL (E)=1029.12EX INTAKET/C=1033.76FL (W)=1028.86FL (E)=1028.81DEX STORM MHRIM=1033.71FL (NW)=1029.26FL (E)=1029.21EX INTAKET/C=1033.60FL (S)=1029.28EX INTAKET/C=1033.24FL (N)=1029.42DEX STORM MHRIM=1033.29FL (N)=1025.64FL (S)=1025.54SEX SAN MHRIM=1034.49INV (N)=1022.17INV (W)=1022.11DEX STORM MHRIM=1033.65FL (N)=1029.05FL (W)=1028.94DEX STORM MHRIM=1032.23SEX SAN MHRIM=1032.45INV (E)=1016.76INV =1014.70EX 15" RCP FESFL=1029.32EX 15" RCP FESFL=1031.94WVWVWVWVCOCOHYDTBM #3: ARROW ON HYDRANTELEV=1036.32TWVHYDTBM #1: ARROW ON HYDRANTELEV=1040.37THYDTBM: ARROW ON HYDRANTELEV=1037.53WVTWVHYDTBM #2: ARROW ON HYDRANTELEV=1036.95HYD
TBM: ARROW ON HYDRANTELEV=1036.01ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/E1040103910381037103610351038103710361
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25' LANDSCAPEEASEMENTROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELETELE70' ROW
50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: WILLIAM J. HERMAN, JR.ZONED: A-133' ROW50' ROW12341920212223241718OUTLOT YSTONE PRAIRIE PLAT 1OWNER: VISIONBANK OF IOWAZONED: C-1ASANSANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
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T(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810'
OVERLANDFLOWAGE EASEMENTBK 2010
PG
1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E1031103210331034 103410331034 1035EX. 8" SAN. STUBINV.=1022.34±HYDGGGGGGGGGGGGGGG1031103010401037103810391040103510351033
10
3
3
103430' LANDSCAPE
BUFFERSAWCUT & REMOVE PORTIONOF EX. CONC. TRAIL(REF.LAYOUT PLAN, C2.1)SAWCUT & REMOVE PORTIONOF EX. CONC. CURB(REF. LAYOUT PLAN, C2.1)EXIST. CONDITOINS/DEMO PLANC1.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160359\DWG\C1 DEMO.DWG11/16/2016 1:55:17 PM DEMO 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.
PROPOSEDDENTAL OFFICE3,594 S.F.FF=1036.75(MPE=1036.00)FUTURE BUILDING6,000 SFFF=1037.00FUTURE BUILDING13,000 SF61418'24'18'9'9'9'9'6'R
4
'R4'R545'R4'R4'R15'R1
5
'R15'24'R50'15'12'TURNED DOWN WALK7" PCCNEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)6'10'30'44'30'38.97'38.99'33.26'33.83'6.5'13.8'5.0'20.2'5.0'21.0'61.0'21.0'5.0'17.7'5.0'16.3'61.0'5" PCCCANOPYTRASH ENCLOSURE(REF. ARCH.)FUTURE PAVEMENTFUTURE PAVEMENTFUTURE PAVEMENTADA RAMPADA SIGNTU/EGGGGGM4' CONC. FLUMECOPROPOSED LOT 1STONE PRAIRIE PLAT 468,289 S.F.1.57 ACRESPROPOSED LOT 2STONE PRAIRIE PLAT 484,241 S.F.1.93 ACRES30' BUILDING SETBACK30' BUILDING SETBACKPROPOSED 30
'SAN.
SEWEREASEMENTPROPOSED 25
'
INGRESS
-EGRESSEASEMENTPARKING/CROSS-ACCESSAGREEMENTS TO BEADDRESSED IN COVENANTSHYDFUTURE 5' WALKFUTURE CURB & GUTTER7R4'R
4
'ACCESS TO SE WESTOWN PARKWAY WILL NOTBE ALLOWED UNTIL PUBLIC IMPROVEMENTSARE COMPLETED, ACCESS REQUIRED BEFOREADDITIONAL BUILDINGS CAN BE CONSTRUCTEDPROPOSED 25'INGRESS-EGRESSEASEMENT12'
R3'
W SOPROPOSED STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTFUTURE 20' FIRE ACCESS DRIVE& CONNECTED PARKING DRIVESREQUIRED BEFORE ADDITIONALBUILDINGS CAN BE CONSTRUCTED20'MONUMENT SIGN(REF. ARCH.)33.9'SSDDDDSDDSWVWVWVWVCOCOHYD
TWVHYDTHYDWVTWVHYDHYD
ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/E12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG10641SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EAEMENT30' BUILDING SETBACK
25' LANDSCAPEEASEMENTROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELE70' ROW
50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: WILLIAM J. HERMAN, JR.ZONED: A-133' ROW50' ROW1231920212223241718SANSANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
5
"ST1
5
"
S
T(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810' OVERLANDFLOWAGE EASEMENTBK 2010
PG
1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD GGGGGGGGGGGGGG30'
LANDSCAPE
BUFFER
LAYOUT 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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160359\DWG\C2 LAYOUT.DWG11/16/2016 1:55:30 PM
3:1
PROPOSEDDENTAL OFFICE3,594 S.F.FF=1036.75(MPE=1036.00)FUTURE BUILDING6,000 SFFF=1037.00FUTURE BUILDING13,000 SFFUTURE PAVEMENTFUTURE PAVEMENTFUTURE PAVEMENT1036.751036.751036.751036.751036.751036.751036.50T/C1036.00G1036.351036.201036.601036.35T/C1035.85G1036.35T/C1035.85G1036.50T/C1036.00G1036.601035.85G8.3%8.3%1.7%1035.951.7%
1.7%1036.451036.451036.10T/C1035.60G1036.251035.60G2' CURB CUT1034.90G1036.00T/C1035.50G1036.00T/C1035.50G1035.82T/C1035.32G1035.08G1036.32T/C1035.82G1036.08T/C1035.58G1036.00T/C1035.50G1035.74G1036.25T/C1035.75G1034.50G1034.38G1034.12G1034.24G1034.15T/C1033.65G1033.62T/C1033.12G1036.551036.552' CURB CUT1035.00G1036.601036.751035.75T/C1035.25G1036.00G1035.181034.861035.181034.71EX1033.83EX1035.75T/C1035.25G1035.75T/C1035.25G1036.00T/C1035.50G1035.25G1037.001036.502.0%2.
0
%2.0%1035.502.0%INSTALL 4'x8' TRM AT CURBCUTS, REF. DETAIL C6.1, TYP.(N. AMERICAN GREEN C350)TPROPOSED DETENTION BASIN100-YR HWL=1034.20FREEBOARD=1035.00OVERFLOW1034.20INSTALL 10'x12' TRM(N. AMERICAN GREEN C350)OVERFLOWROUTE, TYP.3:13:13:13:13:12.0%1.5%1035.001.5%1035.50U/EGGGGGM100-YR HWL=1034.20CO10331033103310341035103510341034
1036
1036
1035 1036103610351035103610341034103510351035103710351.3%TEMP. SWALE1036HYD FUTURE 5' WALKFUTURE CURB & GUTTER1036.10T/C1035.60G1035.82T/C1035.32G1
0
3
6
1036.651036.751034.15EX1033.33.60T/C EX1035.40G1035.75G1035.50G1035.2510
3
5
WSOSS1031.94DDDDSDSWVWVWVWVCOCOHYD
TWVHYDTHYDWVTWVHYDHYD
ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/E1040103910381037103610351038103710361
0
3
6
1
0
3
5
10341035103410331
0
3
310341033 1030103310371033
1034
1035
10351036
1037
10381038
1037
1036
1037
1037
103410351036W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER30' BUILDING SETBACK 30' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELESANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"ST15"
S
T(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)15' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E1031103210331034 103410331034 1035HYD GGGGGGGGGGGGGG1031103010401037103810391040103510351033
10
3
3
1034GRADING 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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC SCALE030153060GRADING 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 2016\160359\DWG\C3 GRADING.DWG11/16/2016 1:55:42 PM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS;REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS,WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGNMATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
PROPOSEDDENTAL OFFICE3,594 S.F.FF=1036.75(MPE=1036.00)FUTURE BUILDING6,000 SFFF=1037.00FUTURE BUILDING13,000 SFFUTURE PAVEMENTFUTURE PAVEMENTFUTURE PAVEMENTNEW TRANSFORMER(COORD. W/ MIDAMERICAN)TDOWNSPOUT W/SPLASH PAD, TYP.U/EGGGGNEW GAS SERVICE(COORD. W/ CITY OF WAUKEE)GM100-YR HWL=1034.20INSTALL RESTRICTOR PLATE INEX. 15" FES W/ 5.0" DIA. OPENING(REMOVE & REPLACE FES FOR INSTALLATION)50 LF-2" WATER LINEW/ STOP BOX(REF. PLUMBING FOR CONT.)CONEW SAN CO #1RIM=1035.35INV(N,W)=1027.0047 LF-6" SAN. SWR. @ S=2.00%INV(S)=1027.94(REF. PLUMBING FOR CONT.)NEW SAN MH #1SW-301 MHRIM=1035.35INV(NW,NE)=1023.05INV(S)=1022.85150 LF-6" SAN. SWR. @ S=2.63%50 LF-8" S
A
N
.
S
W
R
.
@ S=1.00
%CONNECT TO EX. 8"SAN. STUB10331033103310341035103510341034
1036
1036
1035 1036103610351035103610341034103510351035103710351036NEW SAN MH #2SW-301 MHRIM=1034.50INV(SE)=1024.45140 LF-8" SAN. SWR. @ S=1.00%PROPOSED 30
'SAN.
SEWEREASEMENTPROPOSED 25
'
INGRESS
-EGRESSEASEMENTCONNECT TO EX. 12" WATERMAIN W/ 12"x6" T.S.&V.(BORE UNDER EX. TRAIL)HYD
145 LF-6" WATER MAINNEW HYDRANTASSEMBLY #1R150'FUTURE 5' WALKFUTURE CURB & GUTTERBOT. WATER=1029.20TOP SAN.=1027.701
0
3
6 PROPOSED 25'INGRESS-EGRESSEASEMENT10
3
5
FL=1033.00FL=1033.30150 LF-4" DRAIN TILE @ S=0.20%CONNECT TO EX. 12" WATERMAIN W/ 12"x2" T.S.&V.(BORE UNDER EX. TRAIL)W S
OBOT. STORM=1033.10TOP WATER=1027.10BOT. STORM=1033.42TOP WATER=1027.75PROPOSED STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT45° BENDLIGHT POLE, TYP.(REF. ELEC.)SSDEX STORM MHRIM=1034.29FL (E)=1031.31EX INTAKET/C=1034.17EX INTAKET/C=1034.15EX INTAKET/C=1034.54EX INTAKET/C=1034.51DEX STORM MHRIM=1035.25FL (NE)=1028.40FL (N)=1028.20FL (W)=1028.10FL (S)=1028.05EX INTAKET/C=1033.62FL (E)=1029.12EX INTAKET/C=1033.76FL (W)=1028.86FL (E)=1028.81DEX STORM MHRIM=1033.71FL (NW)=1029.26FL (E)=1029.21EX INTAKET/C=1033.60FL (S)=1029.28EX INTAKET/C=1033.24FL (N)=1029.42DEX STORM MHRIM=1033.29FL (N)=1025.64FL (S)=1025.54SEX SAN MHRIM=1034.49INV (N)=1022.17INV (W)=1022.11DEX STORM MHRIM=1033.65FL (N)=1029.05FL (W)=1028.94SEX SAN MHRIM=1032.45INV (E)=1016.76INV =1014.70EX 15" RCP FESFL=1029.32EX 15" RCP FESFL=1031.94WVWVWVWVCOCOHYDTBM #3: ARROW ON HYDRANTELEV=1036.32TWVHYDTBM #1: ARROW ON HYDRANTELEV=1040.37THYDTBM: ARROW ON HYDRANTELEV=1037.53WVTWVHYDTBM #2: ARROW ON HYDRANTELEV=1036.95HYD
TBM: ARROW ON HYDRANTELEV=1036.01ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/E1040103910381037103610351038103710361
0
3
6
1
0
3
5
10341035103410331
0
3
310341033 1030103310371033
1034
1035
10351036
1037
10381038
1037
1036
1037
1037
103410351036W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER30' BUILDING SETBACK 30' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELESANSANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
5
"ST1
5
"
S
T(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)15' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E1031103210331034 103410331034 1035EX. 8" SAN. STUBINV.=1022.34±HYDGGGGGGGGGGGGGG1031103010401037103810391040103510351033
10
3
3
1034UTILITY 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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160359\DWG\C4 UTILITY.DWG11/16/2016 1:55:55 PM UTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.5.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.
PROPOSEDDENTAL OFFICE3,594 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGM100-YR HWL=1034.20CO10331033103310341035103510341034
1036
1036
1035 1036103610351035103610341034103510351035103710351036HYD1
0
3
6
10
3
5
W S
OSSDDDDSDWVWVWVWVCOCOHYD
TWVHYDTHYDWVTWVHYDHYD
ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/E1040103910381037103610351038103710361
0
3
6
1
0
3
5
10341035103410331
0
3
310341033 1030103310371033
1034
1035
10351036
1037
10381038
1037
1036
1037
1037
103410351036W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG10641SAN8"SAN8
"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EAEMENT30' BUILDING SETBACK
25' LANDSCAPEEASEMENTROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELESANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
5
"
S
T(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 1064420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810'
OVERLANDFLOWAGE EASEMENTBK 2010
PG
1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E1031103210331034 103410331034 1035HYD GGGGGGGGGGGGG10311030104010371038103910351033
10
3
3
103430'
LANDSCAPE
BUFFERBC3SODRO4GM27BZ6BZ39BX14LL9TY3KF5SODSODSODSODMULCHEDGINGEDGINGEDGING (5' OFF B.O.C.)SODSODSODSOD6'3.44'6'SOD TO FINALGRADING LIMITS (TOBE DETERMINEDDURINGCONSTRUCTION)TEMP SEEDINGTEMP SEEDINGTEMP SEEDINGTEMP SEEDINGEA2PF1BZ19MAINTAIN 5' MIN.CLEAR AROUNDHYDRANTPF3SB1JT2SB1SS1SS1SS1SS2SS2BH2BH2CS3BH3CS3BH3RB3SB2SW1SW1SW1RB2CS3SS2PF1GM3REMAINING LOT 1 LANDSCAPEBUFFER AREA SHALL BE PLANTEDWHEN FUTURE BUILDING &PARKING LOT IS CONSTRUCTEDLANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. DO NOT REMOVE ANYTAGS UNTIL AFTER ACCEPTANCE BY OWNER AND/OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT152,530 SFTOTAL REQUIRED OPEN SPACE (20%)30,506 SFTOTAL OPEN SPACE PROVIDED135,844 SFTOTAL LANDSCAPE UNITS (1 / 1000 OF REQUIRED OPEN SPACE)30.5TOTAL OVERSTORY REQUIRED (1 PER LANDSCAPE UNIT)31TOTAL SHRUBS REQUIRED (1 PER LANDSCAPE UNIT)31REQUIRED PARKING LOT PERIMETER OVERSTORY TREES (1 PER 40LF)185 LF (5 TREES)NOTE: ADDITIONAL OPEN SPACE PLANTINGS WILL BE INSTALLED AS PART OF FUTURE CONSTRUCTION.NOTE: ANY PLANTING SUBSTITUTIONS MUST FIRST BE APPROVED, IN WRITING, BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENTADDITIONAL LANDSCAPE FOUNDATION PLANTINGS MAY BE INSTALLED AT OWNERS DISCRETION UPONCOMPLETION OF THE PROJECT. THESE PLANTINGS WOULD BE ABOVE THE REQUIRED MINIMUMS FOR THESITE.M:\LAND PROJECTS 2016\160359\DWG\C5 LANDSCAPE.DWG11/16/2016 1:56:08 PM 4" DEEP HARDWOOD MULCH (DO NOTMULCH WITHIN ROCK LANDSCAPE BEDS)PLANTING SCHEDULETEMPORARY SEEDING:ALL AREAS NOT DESIGNATED TO RECEIVE SOD SHALL BE SEEDACCORDING TO SUDAS STANDARDS AND THE FOLLOWING TABLE:FUTURE CONSTRUCTION WITHIN 12 MONTHS:-USE SUDAS TYPE 4 SEED MIXFUTURE CONSTRUCTION ANTICIPATED BEYOND 12 MONTHS:-USE SUDAS TYPE 2 SEED MIX
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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359M:\LAND PROJECTS 2016\160359\DWG\C6 DETAILS.DWG 11/16/2016 1:56:15 PM 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
'
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INVARIESADA RAMP DETAILSSCALE NONEMUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND, BLACKGALVANIZED STEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANS60"GALVANIZED STEEL PLATE8"x8"x14" BASE PLATEANCHOR IN PCC PAVING W/ (4)-12"x4"STAINLESS STEEL EXPANSION BOLTSADA PARKING SIGN DETAILSCALE NONENOTE:INSTALL SIGNS ON BOTH SIDESOF POSTS AS SHOWN ON PLANSD42"VARIESSAME DIMENSION AS END SECTIONFLARED ENDSECTIONAAFLARED END SECTION42"ELEVATIONSECTION A-AFLARED END SECTION FOOTING DETAIL#4 BARS @ 18" ON CENTERUNDISTURBED SOILPIPE BEDDINGCONCRETE FOOTING6"1'- 8"NOT TO SCALE7.0'TRASH ENCLOSURE DETAILNOT TO SCALE7" PCC PAVEMENT12.0'15'(PER PLAN)REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNNOTES:1.THE LAST 3 PIPE JOINTS SHALL BE TIED.2.APRON GUARD IS REQUIRED ON ALLFLARED END SECTIONS.3.PROVIDE 3' WIDE CLAY WATER STOP ATFLARED END SECTION PIPE JOINT.REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNSLOPE12'MIN.7" PCC PAVEMENTCONCRETE FLUME DETAILNOT TO SCALE5" P.C.C.4.0'6"6" COMPACTEDSUBGRADE95% STD PROCTORANCHOR BOLTSSPACED 1' O/C,CENTERED ON CURB CUTNORTH AMERICAN GREENC350 TRM OR EQUIVALENTTRM INSTALLATION AT CURB CUT DETAILNOT TO SCALETREATED 2"x4" LUMBERROADWAYPAVEMENTFINISHED GRADESET TRM 2" BELOW CURB CUT GRADENOT 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 FITTINGHOLE
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IED 1/4" THICK STEEL ORIFICEPLATE BOLTED TO PIPE,OR PLACED BETWEEN JOINTSPOSITION HOLE TO FITBOTTOM OF PIPE.ORIFICE PLATENOT TO SCALE
PROPOSEDDENTAL OFFICE3,594 S.F.FF=1036.75(MPE=1036.00)INSTALL 4'x8' TRM AT CURBCUTS, REF. DETAIL C6.1, TYP.(N. AMERICAN GREEN C350)TINSTALL 10'x12' TRM(N. AMERICAN GREEN C350)U/EGGGGGM100-YR HWL=1034.20CO10331033103310341035103510341034
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103410351036W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELESANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)EX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E1031103210331034 103410331034 1035HYDGGGGGGGGGGGGG103110301040103710381039103510331033 1034STABILIZED CONSTRUCTIONENTRANCE: 20'X50'-6" DEEP,2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BE DISPOSED OFPER FEDERAL AND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.SFSFSFSFSFSFSFSFSFSFSF
TOPSOILSTOCKPILESFSFSFSFSFSFSFSFTEMPORARY INLETPROTECTION, TYP.SFSF
SITE DISCHARGE LOCATIONTO SUGAR CREEKSFSF
SF SFSFSFSFSFSFSFSFSF SF SFSFSITE DISCHARGE LOCATIONTO SUGAR CREEKSFLIMITS OF DISTURBANCE1.5 ACRESTEMPORARY INLETPROTECTION, TYP.SITESWPPPC7.1REFERENCE 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:STONE PRAIRIE PLAT 4
PRELIMINARY PLAT / SITE PLANEWM130452CJB09-15-1610-05-1610-20-1611-16-16160359GRAPHIC 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
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2016\160359\DWG\C7 SWPPP.DWG11/16/2016 1:56:32 PM
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.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.QUANTITY ESTIMATE:EROSION CONTROL FENCE525 LFTEMP. INLET PROTECTION2 EASOD (PER LANDSCAPE PLAN) 0.8 ACTRM, NAG SC350 184 SFNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"
MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGPROPERTY DESCRIPTION:A REPLAT OF OUTLOT Y STONE PRAIRIE PLAT 1,CITY OF WAUKEE,DALLAS COUNTY, IOWA.ADDRESS:2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER / PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: BRIAN BANOWETZ401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETOPEN SPACE / IMPERVIOUS AREA:LOT 1TOTAL LOT AREA = 68,289 SF = 1.57 ACRESMIN. OPEN SPACE = 13,658 SF (20.0%)EXISTING OPEN SPACE = 68,289 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 51,603 SF (75.6%)PROPOSED IMPERVIOUS = 16,686 SF (24.4%)LOT 2TOTAL LOT AREA = 84,241 SF = 1.93 ACRESMIN. OPEN SPACE = 16,849 SF (20.0%)EXISTING OPEN SPACE = 84,241 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 84,241 SF (100.0%)PROPOSED IMPERVIOUS = 0 SF (0.0%)BENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄ SE LA GRANTPKWY & 112.25' SE OF ℄ SE LA GRANT & ℄ SE WESTOWN PKWY.ELEVATION = 1035.61 (CITY OF WAUKEE DATUM)