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Home My WebLink About2017-06-19-J13 UICCU_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 17, 2017 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for University of Iowa Community Credit Union (1085 E. Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: University of Iowa Community Credit Union, requests approval of a site plan to allow for the construction of a 6,100 square feet credit union. The subject property is 1.13 acres in area located at the northwest corner of the NE Alice’s Road / E. Hickman Road intersection. In addition to the credit union building, the site plan identifies parking areas on the south and east sides, a trash enclosure, and a drive-thru area north of the building. No public improvements are required as part of this site development. Existing infrastructure will provide utilities to the site and storm water detention will be provided underground. 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 June 13, 2017 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a site plan for University of Iowa Community Credit Union (1085 E. Hickman Road) * Commissioner Streit recuses himself from this agenda item due to a conflict of interest as his company is providing MEP Design for the project.* Senior Planner Andy Kass introduced the request for approval of a site plan made by the applicant, University of Iowa Community Credit Union (UICCU). The property in question is generally located north of Hickman Road and west of NE Alice’s Road containing approximately 1.13 acres. The proposed project would include the construction of a 6155 square foot building to be utilized as a credit union owned and operated by UICCU. Mr. Kass advised the site plan indicates parking to the south and east of the site with three drive thru bays and a trash enclosure on the north. Access to the site will be provided from the private drive that will be shared with the adjacent Hy-Vee store to the north, providing access to ne Alice’s road or Hickman Road. There are no sidewalks proposed at this time, however, the site will have a pedestrian connection to the existing private sidewalk located on the south side of the private access drive. Mr. Kass stated that al utilities are currently available to the site. Storm water detention will be accommodated with an underground system that will ultimately connect to the existing storm sewer located on the east side of NE Alice’s Road. All parking, open space, and landscaping requirements have been met with the current proposed site plan. At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to remaining staff comments. • Commissioner Stonebrook questioned if this project would mimic the UICCU owned credit union located near Jordan Creek Parkway. Mr. Kass advised that it would be similar, but not an exact replica as Jordan Creek has its own elevated architecture requirements. • Commissioner Streit questioned what the anticipated schedule was. Mr. Kass advised the applicant would like to start right way. • Commissioner Schmidt questioned if there would be shared access between the Hy-vee convenience store and the bank. Mr. Kass advised that there was not a shared access between the two locations. Commissioner Schmidt moved to approve the Site Plan for University of Iowa Community Credit Union (1085 E. Hickman Road). Commissioner Shanks Seconded the motion. Ayes: Stonebrook, Hoifeldt, Shanks, and Schmidt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: At this time all staff comments have been addressed. Staff recommends approval. RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 17- APPROVING THE SITE PLAN FOR UNIVERSITY OF IOWA COMMUNITY CREDIT UNION (1085 E. HICKMAN ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for University of Iowa Community Credit Union, subject to remaining staff comments on June 13, 2017; AND, WHEREAS, the Site Plan for University of Iowa Community Credit Union is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for University of Iowa Community Credit Union is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 19th day of June, 2017 that the Site Plan for University of Iowa Community Credit Union is approved. ____________________________ 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: University of Iowa Community Credit Union – Site Plan DATE: June 13, 2017 GENERAL INFORMATION: Applicant: University of Iowa Community Credit Union Requested Action Site Plan Approval Location and Size: Property is generally located north of Hickman Road and west of NE Alice’s Road and containing approximately 1.13 acres. LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant Community Village C-1B North Hy-Vee Grocery Store Neighborhood Residential C-1B South Waukee Market Place Plat 1 Community Village PD/C-1 East Vacant Neighborhood Residential A-1 West Hy-Vee Gas Station Community Village C-1B BACKGROUND: The subject property is located at the northwest corner of the Hickman Road and NE Alice’s Road intersection. The subject property was initially platted as an outlot within The Crossing at Alice’s Road development. In 2016, the lot was platted as part of The Crossing at Alice’s Road Plat 4. The applicant purchased the lot from Hy-Vee with the intent to construct a credit union on the property. June 9, 2017 2 of 3 ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties. PROJECT DESCRIPTION: The proposed project includes the construction of a 6,155 square foot building to be utilized as a credit union owned and operated by University of Iowa Community Credit Union. The site plan identifies the building located in the center of the site with parking located on the south and east side of the building. The building will also feature a drive-thru component which is indicated to have three drive-thru bays as is located on the north side of the building. The trash enclosure is also located on the north side of the site. ACCESS AND PARKING: Access to the site will be provided on the north side of the site from the private drive that will be shared with the adjacent Hy-Vee store to the north. This drive provides access to NE Alice’s Road or Hickman Road. Two points on ingress/egress are provided to the site on the north side. The Parking Ordinance requires 3 parking spaces per 1,000 square feet of floor area and 3 queuing spaces per drive-thru lane for banks. The required amount of parking for this proposed building is 19 spaces and a total of 9 queuing spaces. The applicant proposed to provide 34 parking spaces and indicates 9 queuing spaces for the three drive-thru lanes. No public sidewalks are being constructed as part of this project, however, the site plan does identify a pedestrian connection to the existing private sidewalk that is on the south side of the private access drive. June 9, 2017 3 of 3 UTILITIES: Utilities are currently available to the site. The site plan identifies the water connection coming from an existing private water main on the north side of the site. The sanitary connection will be provided from the existing 10-inch sanitary sewer that is located along Hickman Road. Storm water detention will be accommodated with an underground system. The system will connect to an existing 21-inch storm sewer that is located along the east side of NE Alice’s Road and which will outlet the water to the north. OPEN SPACE AND LANDSCAPING: A minimum of 20% of the project area is required to be open space and the site plan indicates that 38.91% open space will be provided. Landscaped areas fronting the parking areas along Hickman Road and NE Alice’s Road will be provided. Additional screening around the transformer and trash enclosure is also indicated on the Landscape Plan. ELEVATIONS: The proposed building is a single story building. The proposed materials include cultured stone, architectural metal paneling, fiber cement paneling, and glazing. Staff feels comfortable with the proposed elevations as they demonstrate the appropriate use of primary and secondary materials as identified in the Site Plan Ordinance. In addition, the elevations provide architectural interest on all sides on the building. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The photometric plan and fixtures meet the requirements outlined within the Site Plan Ordinance. STAFF RECOMMENDATION: At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to remaining staff comments. CITY OF WAUKEE Andy Kass, AICP Senior Planner BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_01_TSH.dgn5/30/20171:53:37 PMSnyder1:400Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSSINDEX OF SHEETS PHONE: (319)-341-2103 CONTACT: DICK NOBLE PO BOX 800, NORTH LIBERTY, IA 52317 UNIVERSITY OF IOWA COMMUNITY CREDIT UNION VICINITY MAP 1"=200' Date IOWALICENSEDPROFESSIONAL EN GI NEERLicense Number Pages or sheets covered by this seal: My License Renewal Date is December 31, 2017 18954 18954 CANNON ERIC D.Eric D. Cannon, P.E. under the laws of the State of Iowa. licensed Professional Engineer supervision and that I am a duly by me or under my direct personal engineering document was prepared I hereby certify that this Sheets 1-7 PROJECT LOCATION UNIVERSITY OF IOWA COMMUNITY CREDIT UNION TITLE SHEET1 1200'E HICKMAN ROAD / US HW 16 NE ALICES ROADOWNER / DEVELOPER CITY OF WAUKEE, DALLAS COUNTY, IOWA 1085 E. HICKMAN ROAD FOR SITE PLAN PROJECT MANAGER (515) 964-2020 ANKENY, IA 50023 2727 SW SNYDER BLVD SNYDER AND ASSOCIATES, INC. ERIC D. CANNON STORMTECH DETENTION BED DETAILS STORMTECH DETENTION BED DETAILS LANDSCAPE PLAN SIDEWALK RAMP DETAILS EROSION AND SEDIMENT CONTROL PLAN GRADING PLAN UTILITY PLAN DIMENSION PLAN PROJECT INFORMATION TITLE SHEET 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_02_NTS.dgn5/30/20171:53:37 PMSnyder1:1Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSSGENERAL NOTES BULK REGULATIONS ZONING GENERAL USE IMPERVIOUS AREA PERVIOUS AREA LEGAL DESCRIPTION TOTAL AREA OF DISTURBANCE BENCHMARKS IARTN DERIVED - US SURVEY FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET IOWA STATE PLANE SOUTH COORDINATE SYSTEM CONTROL POINTS BM2 BM1 ROAD, EAST SIDE OF SITE. BURY BOLT ON HYDRANT 50' SOUTH OF DOUBLE INTAKE ON WEST SIDE OF SE ALICE'S ELEV=1030.15 BURY BOLT ON HYDRANT NORTH OF HY-VEE CAR WASH, NORTHWEST CORNER OF SITE. ELEV=1032.38 SOUTHWEST CORNER OF SITE. MAG NAIL IN CENTER OF ASPHALT SIDEWALK IN LINE WITH EAST CURB OF HY-VEE CAR WASH, N=588675.47 E=1543611.45 QUADRANT OF HICKMAN ROAD & SE ALICE'S ROAD, SOUTHEAST CORNER OF SITE. CUT "X" IN CONCRETE AT SOUTHWEST CORNER OF TRAFFIC SIGNAL BASE IN THE NORTHWEST N=588671.50 E=1543856.09 ALICE'S ROAD & SOUTH ENTRANCE TO HY-VEE PARKING LOT, NORTHEAST CORNER OF SITE. CUT "X" ON BACK OF CURB 2' WEST OF SIDEWALK IN THE NORTHWEST QUADRANT OF SE N=589001.29 E=1543855.71 SIDE OF HY-VEE PARKING LOT, NORTHWEST CORNER OF SITE. CUT "X" ON BACK OF CURB ON SOUTH SIDE OF 4TH ISLAND TO THE WEST AT THE SOUTH N=588992.32 E=1543578.75 CP4 CP3 CP2 CP1 93 93.0 93 C OC FO E OE 4" G 4" HPG 8" W 8" S 12" ST12" ST G G AST UST Features Existing Proposed G EB W LEGEND 8" W(*) 8" S(*) 4" G(*) 4" HPG(*) C(*) OC(*) FO(*) E(*) OE(*) DUCT(*) 93.0 1 Soil Boring Mailbox Satellite Dish Sign Above Ground Storage Tank Underground Storage Tank Fence Post or Guard Post Gas Apparatus Gas Manhole Gas Valve Fiber Optic Handhole Fiber Optic Manhole Communication Handhole Communication Manhole Communication Pedestal Traffic Sign Electric Transformer Electric Box Yard Light Street Light Utility Pole with Transformer Utility Pole with Light Guy Anchor Utility Pole Well Water Service Valve Water Main Valve Fire Hydrant on Building Fire Hydrant Double Storm Sewer Intake Single Storm Sewer Intake Storm Manhole Storm Sewer with Size Sanitary Manhole (*) Denotes the survey quality service level for utilities Test Hole Location for SUE w/ID Duct Bank Sanitary Sewer with Size Water Main with Size High Pressure Gas Main with Size Gas Main with Size Overhead Electric Underground Electric Fiber Optic Overhead Communication Communication Coniferous Tree \ Shrub Deciduous Tree \ Shrub Tree Stump Tree Line Fence (Silt) Fence (Wood) Fence (Chain Link) Fence (Barbed, Field, Hog) Contour Elevation Spot Elevation UTILITY CONTACT INFORMATION SYSTEM, TICKET NUMBER 551701088. RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS dacheson@urbandalewater.org 515-278-3940 DALE ACHESON URBANDALE WATER UTILITY pmay@mediacomcc.com 515-246-2252 PAUL MAY MEDIACOM COMMUNICATIONS clark.lundy@upnllc.com 515-321-3336 CLARK LUNDY UNITE PRIVATE NETWORKS, LLC\ joni.mccabe@consolidated.com 507-387-1770 JONI MCCABE CONSOLIDATED COMMUNICATIONS jeff@netins.com 515-830-0445 JEFF KLOCKO AUREON NETWORK SERVICES thomas.sturmer@centurylink.com 720-578-8090 TOM STURMER CENTURYLINK lvandee@xeniawater.org 515-676-2117 LAIRD VAN DEE XENIA RURAL WATER DISTRICT MECDSMDesignLocates@midamerican.com 515-252-6632 CRAIG RANFELD MIDAMERICAN ENERGY troyer@waukee.org 515-987-4363 TIM ROYER CITY OF WAUKEE CLEAR PER EMAIL CLEAR PER MAP CLEAR PER MAP FO2-FIBER OPTIC FO1-FIBER OPTIC C1-COMMUNICATION W1-WATER OE1-OVERHEAD ELECTRIC E1-ELECTRIC S-SANITARY SEWER W2-WATER G1-GAS UTILITY WARNING QUALITY LEVEL A. UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE UTILITY QUALITY SERVICE LEVELS CHARACTERISTICS. WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR IS HORIZONTAL AND VERTICAL POSITION OF QUALITY LEVEL (A) OF SUBSURFACE UTILITIES. DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO INFORMATION IS OBTAINED THROUGH THE QUALITY LEVEL (B) QUALITY D INFORMATION. PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING INFORMATION IS OBTAINED BY SURVEYING AND QUALITY LEVEL (C) RECORDS OR ORAL RECOLLECTIONS. INFORMATION IS DERIVED FROM EXISTING UTILITY QUALITY LEVEL (D) ARE BASED ON THE CI / ASCE 38-02 STANDARD. THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH PROJECT INFORMATION2 21'BEING AND OFFICIAL PLAT DALLAS COUNTY, IOWA. LOT 2, THE CROSSING AT ALICE'S ROAD PLAT 4 MINIMUM OPEN SPACE = 15% REAR YARD = 20 FEET SIDE YARD = 20 FEET FRONT YARD= 50 FEET C-1B 17,735 SF 31,910 SF 1.13 AC ACCESSIBLE SPACES ) ( INCLUDING 2 HANDICAP 34 SPACES PROVIDED 19 SPACES REQUIRED (6070 SF / 1000 SF) x 3 SPACES = 19 SPACES RETAIL/ GENERAL COMMERCIAL: 3 SPACES PER 1000 SF OF BUILDING CREDIT UNION BUILDING DESCRIPTION BUILDING HT = 21'-0" BUILDING SIZE = 6070SF CONSTRUCTION OF ANY MONUMENT SIGNAGE AND BUILDING SIGNAGE. FF. CONTRACTOR TO ACQUIRE SIGN PERMITS ISSUED BY THE DEVELOPMENT SERVICES DEPARTMENT PRIOR TO EE. CONTRACTOR IS TO COORDINATE ANY LANE/ROAD CLOSURES WITH THE CITY OF WAUKEE. CONSTRUCTION. DD. CONTRACTOR IS TO PROVIDE SHOP DRAWING SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CC. ALL FIRE HYDRANTS WILL BE REQUIRED TO HAVE STORZ FITTINGS. AND CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TIE-INS. BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SHALL WITNESS ALL TESTING. SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS. GRADES FOR DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT EXPANSION JOINTS SHALL BE SEALED. JOINT BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION W. ALL CONSTRUCTION TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL. TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION. T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE PEDESTRIAN FACILITIES. S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING CONSTRUCTION ACTIVITIES BEGINNING. R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO DISTANCE FROM THE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET. GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION. P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT. MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS SITE WORK. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE EVENT. SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND (GUTTER), UNLESS OTHERWISE NOTED. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB GRADES TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL. K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO FINISH INTO THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED WAUKEE STANDARDS. ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT ACCORDINGLY ON THE AS-BUILT DOCUMENTS. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED PLANS SHALL GOVERN. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED COMPACT TO 95% MAXIMUM DENSITY. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND PLANNED WEEKEND OR HOLIDAY WORK. ALSO NOTIFY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ANTICIPATED LANE CLOSURE. AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON STRUCTURE. C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF REPORTS PREPARED BY OTHERS. SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE WAUKEE STANDARD BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY 3 SPACES PER DRIVE-THRU LANE PROVIDED 3 SPACES PER DRIVE-THRU LANE REQUIRED DRIVE-THRU QUEING SPACE REQUIREMENTS PARKING REQUIREMENTS P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved.P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved.P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. P AASHTO 2001 (US) (c) 2016 Transoft Solutions, Inc. All rights reserved. EB G G FO FO C FO C E G ICV BM1 BM2 CP1 CP2 CP3 CP4 F.L.=1024.36 18" RCP W F.L.=1022.32 18" RCP S F.L.=1022.24 21" RCP N Rim=1029.01 F.L.=1023.46 15" RCP E F.L.=1023.30 18" RCP N Double Intake=1027.46 Rim=1028.12 F.L.=1023.81 15" RCP W Double Intake=1027.57 18" RCP E F.E.S.=1025.44 F.L.=1022.99 18" RCP SSW F.L.=1022.18 24" RCP N Double Intake=1027.85 F.L.=1024.31 30" RCP W F.L.=1024.21 42" RCP S F.L.=1023.97 48" RCP ENE Throat Intake=1029.60 Rim=1030.46 Concrete SidewalkInv=1011.92 10" Truss E Inv=1011.88 10" Truss W Rim=1033.08 Concrete Sidewalk Asphalt SidewalkConcreteConcrete ConcreteConcrete 21" RCP18" RCP 18" RCP18" RCP18" RCP15" RCP 42" RCP30" RCP 48" RCP Inv=1020.00 10" Truss S Inv=1012.97 10" Truss S Inv=1012.53 10" Truss E Inv=1012.43 10" Truss N Inv=1012.21 10" Truss W Rim=1028.89 18" RCP 15" RCP F.L.=1023.14 18" RCP WSW F.L.=1023.07 18" RCP NNE Rim=1029.62 F.L.=1024.22 18" RCP ENE F.L.=1024.10 15" RCP W Intake=1029.86 Building10 12 IA HWY 6/ EAST HICKMAN ROAD NE ALICE'S ROAD10 PRIVATE DRIVE FFE=1031.25 T EEEEE 6,155 SF BUILDING 167.35' 243.69' 209.01' 187.35' 56.15'20' Building Setback Line20' Building Setback Line 50' Building Setback Line50' Building Setback Line Bk2001 Pg13970 Existing Sign Easement Private Sanitary Sewer Easem ent 20' Private Storm Sewer Easement and Gas Easement 8' Private Water Main ROW TO BE ACQUIRED Bk2001 Pg172325' MidAmerican Transmission EasementBk702 Pg2316' Temporary Construction EasementBk2006 Pg19329 Easement Telecommunications 16.5' Bk2000 Pg2135 Easement 11.5' Sanitary Sewer BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_03_DIM.dgn5/30/20171:53:40 PMSnyder1:20Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSSDIMENSION PLAN CONSTRUCTION NOTES Sidewalk 4" min. 6" Adjacent pavement 18"12" 2% max.1" radius Sealed 'E' joint FORM GRADE ELEV. per plans Slope as ''2 14 6" 3"R R 3" 3 1 3 2 ''2 17 6" STANDARD CURB INTEGRAL SIDEWALK AND CURB DETAIL DIMENSION PLAN3 320'0 SCALE (FEET) 20 TYP TYP TYP 10.0'R 10.0'R 25.0' R 10.5'10.0'10.0'24.0'3.0'R3.0' R 3.0'R TYP 37.5'24.0'9.0'9.5'6.0'18.0'25.0'18.0'7.8' 7.5' 24.0'11.3'6.0'6.0' 5.0' 6.0' 50.0' R4.0'4.0'4.0'4.0'25.0'10.2' 9.0'9.0'9.0'4.4'21.0'20.4' 27.5' 5.0'11.1'8. 0'R1.75'R1.75'R3.5'3.5'100.7'59.7'11. COORDINATE CABLE AND TELEPHONE SERVICES WITH UTILITY PROVICER PRIOR TO CONSTRUCTION. 10. COORDINATE ELECTRICAL AND NATURAL GAS SERVICES WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. CONSTRUCTION INFORMATION. 9. SEE ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING, WALL, DRIVE THROUGH CANOPY AND EQUIPMENT FOR 8. SEE STRUCTURAL PLANS FOR BUILDING FOUNDATION AND STOOP LOCATIONS. B. MONUMENT SIGN. SEE ARCHITECTURAL PLANS FOR DETAILS. A. TRASH ENCLOSURE AND TRANSFORMER ENCLOSURE, SEE ARCHITECTURAL PLANS FOR DETAIL. 7. SITE AMENITIES, PROVIDE THE FOLLOWING: CONSTRUCTION. ASPECTS OF OVERHEAD ELECTRIC LOCATIONS WITH FRANCHISE UTILITY PROVIDERS PRIOR TO C. FUTURE OVERHEAD ELECTRIC UTILITY POLE LOCATIONS BY OTHERS. CONTRACTOR TO COORDINATE ALL OWNER ALL ASPECTS SITE LIGHTING PRIOR TO CONSTRUCTION. B. SITE LIGHTING SHOWN IS FOR ILLUSTRATION PURPOSES ONLY. CONTRACTOR TO COORDINATE WITH THE ELECTRICAL SERVICE AND TRANSFORMER PAD. A. CONTRACTOR TO COORDINATE WITH THE UTILITY OWNER AND PROPERTY OWNER ALL ASPECTS OF 6. SITE LIGHTING, PROVIDE THE FOLLOWING: A. PROVIDE VAN ACCESSIBLE PARKING SIGNAGE AS PER ADAAG REQUIREMENTS. 5. SIGNS, PROVIDE THE FOLLOWING: C. ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN. B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING SYMBOL. A. 4" WIDE PAINTED PARKING STALL LINES. 4. PAVEMENT MARKINGS, PROVIDE THE FOLLOWING: H. PCC ISLAND WITH 6" PCC INTEGRAL CURB G. INTEGRAL SIDEWALK AND CURB. SEE DETAIL 2/3. F. 6" STANDARD CURB. SEE DETAIL 1/3. E. PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33% AND 1.5% CROSS SLOPE. D. TAPER CURB, 6' DISTANCE. C. PCC SIDEWALKS, 4" DEPTH PAVEMENT. DENSITY. B. 7" DEPTH PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. A. 6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR 3. PAVEMENTS, PROVIDE THE FOLLOWING: C. EXISTING TREE. B. EXISTING SIDEWALK AND ADJACENT PAVEMENT TO NEAREST JOINT. A. SAWCUT TO FULL DEPTH AND REMOVE PAVEMENT AT DRIVE CONNECTION. 2. DEMOLITION, REMOVE THE FOLLOWING: CONSTRUCTION. B. PROTECT EXISTING UTILITIES, ADJUST PROPOSED IMPROVEMENTS AND TO GRADE AS REQUIRED FOR A. PAVEMENTS TO REMAIN. 1. EXISTING FEATURES, PROTECT THE FOLLOWING:25.0'R25.0'R 25.0'R2 5. 0'R1.75' R 1.75'R24.0'18.0'9.5'3.0'R 3.0'R 35.0'R 3.0'R 9.5'9.0'15.0'10.00'R2A 2A 2B 2B 2B 2B 4A 4A 4A 4B 4C 5A 3E 3E 3G 3F 3B 3A 7A 3F 3F 8 9 10 3G 1A 1A 1A 1B 3B 3B 3F 3E 3E 3A 9 3C 3B 3A 3C 3F 3F 1B 1B 1B1B 1B 1B 3C 11 3F 3C 3C 3C 3C 3E 3E3F 3D 3D 9 9 7B 7B 6B 6B 6B 6B 6B 6B 6A 3G3D 3F 2C 2C 2C 12 2C 6A 6C 6C 3H EB G G FO FO C FO C E G ICV BM1 BM2 CP1 CP2 CP3 CP4 F.L.=1024.36 18" RCP W F.L.=1022.32 18" RCP S F.L.=1022.24 21" RCP N Rim=1029.01 F.L.=1023.46 15" RCP E F.L.=1023.30 18" RCP N Double Intake=1027.46 Rim=1028.12 F.L.=1023.81 15" RCP W Double Intake=1027.57 18" RCP E F.E.S.=1025.44 F.L.=1022.99 18" RCP SSW F.L.=1022.18 24" RCP N Double Intake=1027.85 F.L.=1024.31 30" RCP W F.L.=1024.21 42" RCP S F.L.=1023.97 48" RCP ENE Throat Intake=1029.60 Rim=1030.46 Concrete SidewalkInv=1011.92 10" Truss E Inv=1011.88 10" Truss W Rim=1033.08 Concrete Sidewalk Asphalt SidewalkConcreteConcrete ConcreteConcrete 21" RCP18" RCP 18" RCP18" RCP18" RCP15" RCP 42" RCP30" RCP 48" RCP Inv=1020.00 10" Truss S Inv=1012.97 10" Truss S Inv=1012.53 10" Truss E Inv=1012.43 10" Truss N Inv=1012.21 10" Truss W Rim=1028.89 18" RCP 15" RCP F.L.=1023.14 18" RCP WSW F.L.=1023.07 18" RCP NNE Rim=1029.62 F.L.=1024.22 18" RCP ENE F.L.=1024.10 15" RCP W Intake=1029.86 Building10261027102810281028102910291029102910291029 1029 1029 1029102910291030 1030103010301030103010301030 1030 1030 10301031 1031 103110311031103110311031103110321032103210321032 1033103310341035 10271028102910291029 10301 0 3 0 1030 10301030 103010 3 0 1030 1031 1 0 3 1 1031 1031 10311031 1031103110311032 1032 1033 10 12 IA HWY 6/ EAST HICKMAN ROAD NE ALICE'S ROAD10 PRIVATE DRIVE FFE=1031.25 GAS GAS6"W6"W H T 6"S 6"S150' Existing Hydrant Coverage 150' Existing Hydrant Coverage EEEEE 6,155 SF BUILDING 150' Proposed Hydrant Coverage20' Building Setback Line20' Building Setback Line 50' Building Setback Line50' Building Setback Line Bk2001 Pg13970 Existing Sign Easement Private Sanitary Sewer Easem ent 20' Private Storm Sewer Easement and Gas Easement 8' Private Water Main ROW TO BE ACQUIRED Bk2001 Pg172325' MidAmerican Transmission EasementBk702 Pg2316' Temporary Construction EasementBk2006 Pg19329 Easement Telecommunications 16.5' Bk2000 Pg2135 Easement 11.5' Sanitary Sewer BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_04_UTL.dgn5/30/20171:53:41 PMSnyder1:20Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSS4 420'0 SCALE (FEET) 20 UTILITY PLANUTILITY PLAN CONSTRUCTION NOTES 64 LF OF 12" RCP @ 0.45%85 LF OF 15" RCP @ 0.40%102 LF OF 12"RCP @ 2.3%63 LF OF 12" RCP @ 0.70%50 LF OF 18"RCP @ 0.30% 2B 2A 2A 2C 2D 2D 2A 1B 1C 1A 1D 1D 1E 3 3 CLASS B CONCRETE MANHOLE WALL PVC OR DI TEE 1'-0"MANHOLE BASE STRAP AT 2'-0" O.C. STAINLESS STEEL 1/4" X 2" ANCHOR (TYP.) EXPANSION STAINLESS STEEL 3/8" DIA. VARIES DRAWINGS; LENGTH SIZE AS SHOWN ON PVC OR DI PIPE; CITY OF WAUKEE INTERNAL DROP CONNECTION 48 LF O F 15"R C P @ 2.6% TP=1020.98(Storm) BP=1022.48(Water) INV=1025.25 BOTTOM=1020.81 INV=1022.81 (OUT-N) INV=1022.91 (IN-NW) INV=1023.84 (OUT-E) RIM =1030.38 DRAIN BASIN W/ SOLID LID ST-4B 30" NYLOPLAST BOTTOM=1020.81 INV=1022.81 (OUT-N) INV=1022.91 (IN-S) INV=1023.84 (OUT-W) RIM=1029.46 W/ SOLID LID ST-5A 30" NYLOPLAST DRAIN BASIN INV=1022.47 (OUT-E) INV=1022.57 (IN-W) RIM=1026.25 ST-7 INTAKE, TYPE SW-511 INV=1024.57 (OUT-E) INV=1024.67 (IN-S) T/C=1030.00 ST-3, INTAKE, TYPE SW-501 INV=1025.11 (OUT-N) INV=1025.21 (IN-S) T/C=1030.05 ST-2, INTAKE, TYPE SW-501 INV=1025.25 T/C=1030.00 ST-1, INTAKE, TYPE SW-501 INV=1025.26 T/C=1029.95 ST-5, INTAKE, TYPE SW-501 67.0 LF OF 6" SANITARY @ 2.0%74.0 LF OF 6" SANITARY @ 2.0% INV=1023.95 INV=1022.55 TP=1021.36(Water) BP=1022.86(Storm) 4A 4B 1F NOT TO SCALE OD OD+ 6" 3" OD/4 SECTION A-A A 3"12"OD12" A New sewer material 1 •" compressible Existing utiltiy free of concrete. Keep the 12" utility clear zone Form interior surface of footings. New sewer Undisturbed soil PCC material 1 •" compressible with Figure 3010.101 Bedding: Comply 12" or less PIPE SUPPORT DETAIL water, gas, etc.sewer, 4 1 4 2 NEW INV=1022.35 AS NECESSARY REPAIR WALL OF MANHOLE INTO EXISTING MANHOLE AND CORE DRILL AND CONNECT REMOVE FES AND FOOTING 1G 5 6 6 6 6 6 18" RCP STORM SEWER REMOVE AND RELAY EXISTING 41 LF OF 18"RCP @ 0.30% OR SIMILAR AND PROVIDE TYPE Q CASTING REMOVE EXISTING CASTING INV=1022.25 15.0 LF OF 6" SANITARY @ 2.0% GENERAL CONSTRUCTION NOTES TESTED AND DECHLORINATED. E. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA D. ALL SANITARY MANHOLES TO BE VACUUM TESTED. MANHOLES SHALL BE VACUUM TESTED. REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO WAUKEE ENGINEERING DEPARTMENT. PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR UTILITY. A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC SEPARATION AS NECESSARYTO PROVIDE MINIMUM 18" CROSSING AND LOWER EXISTING WATER CONTRACTOR VERIFY WATER MAIN FOR INVERT ELEVATIONS SEE STORM TECH DESIGN T/C=1029.00 DRAINAGE BASIN W/ 2'X3' CASTING ST-6, INTAKE, 30" NYLOPLAST 6. CRITICAL CROSSING. PROVIDE 18" MINIMUM SEPARATION AND VERIFY PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTION. 5. ROOF DRAIN CONNECTION. SEE MECHANICAL PLANS FOR DETAILS AND VERIFY LOCATION, SIZE AND ELEVATION B. ELECTRICAL SERVICE. A. TRANSFORMER AS PER UTILITY PROVIDER SPECIFICATIONS. 4. ELECTRICAL SERVICE. COORDINATE WITH UTILITY PROVIDER AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION. 3. GAS SERVICE AND METER LOCATION. COORDINATE WITH UTILITY PROVIDER AND MECHANICAL PLANS PRIOR TO D. CLEANOUT. CONSTRUCTION. VERIFY SIZE, LOCATION AND ELEVATION. C. CONNECT TO PROPOSED BUILDING SERVICE. REFER TO BUILDING PLUMBING PLANS PRIOR TO B. CONNECT TO EXISTING SANITARY SEWER MANHOLE WITH INTERNAL DROP CONNECTION. SEE DETAIL. ACHIEVE DESIRED DEPTH. A. 6" SANITARY SEWER SERVICE LINE. PROVIDE 2% MINIMUM SLOPE AND 1:1 RISER SECTION AS NECESSARY TO 2. SANITARY SEWER SERVICES; PROVIDE THE FOLLOWING: K. REMOTE FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS. J. HYDRANT ASSEMBLY I. FIRE RISER ROOM . SEE ARCHITECTURAL PLANS FOR DETAILS. H. REMOVE FIRE DEPARTMENT CONNECTION. SEE MECHANICAL PLANS FOR DETAILS. G. 6" VALVE. PLANS PRIOR TO CONSTRUCTION. F. CONNECT TO BUILDING WATER SERVICE LINE. VERIFY LOCATION AND ELEVATION WITH BUILDING PLUMBING E. CONNECT TO EXISTING WATER MAIN WITH 6" TAPPING SLEEVE AND VALVE. D. CRITICAL CROSSING. MAINTAIN 18" MINIMUM PIPE SEPARATION. SEE DETAIL. C. SPLIT DOMESTIC AND FIRE PROTECTION LINES WITH 6"x6" TEE AND REDUCER. B. 2" DOMESTIC WATER SERVICE LINE WITH CURB STOP. A. 6" WATER SERVICE LINE, CONNECT TO EXISTING WATER MAIN. 1. WATER SERVICES, PROVIDE THE FOLLOWING: 1J INV=1022.71 (OUT-E) INV=1022.81 (IN-S) RIM=1030.00 ORIFICE PLATE W/ SOLID LID AND 6-5/16" DIA ST-6A 30" NYLOPLAST DRAIN BASIN INV=1026.07 CLEANOUT ST-4 INV=1024.14 (OUT-SE) INV=1024.24 (IN-W) INV=1024.57(IN-S,NW) RIM=1030.08 ST-4A MANHOLE, TYPE SW-401 PVC @ 2.0% 41 LF OF 8" 10" PVC @ 0.60%30 LF OF INV=1025.39 CLEANOUT ST-10 5 1I 1K 10261027102810281028102910291029102910291029 1029 1029 1029102910291030 1030103010301030103010301030 1030 1030 10301031 1031 103110311031103110311031103110321032103210321032 1033103310341035 EB G G FO FO C FO C E G ICV BM1 BM2 CP1 CP2 CP3 CP4 F.L.=1024.36 18" RCP W F.L.=1022.32 18" RCP S F.L.=1022.24 21" RCP N Rim=1029.01 F.L.=1023.46 15" RCP E F.L.=1023.30 18" RCP N Double Intake=1027.46 Rim=1028.12 F.L.=1023.81 15" RCP W Double Intake=1027.57 18" RCP E F.E.S.=1025.44 F.L.=1022.99 18" RCP SSW F.L.=1022.18 24" RCP N Double Intake=1027.85 F.L.=1024.31 30" RCP W F.L.=1024.21 42" RCP S F.L.=1023.97 48" RCP ENE Throat Intake=1029.60 Rim=1030.46 Concrete SidewalkInv=1011.92 10" Truss E Inv=1011.88 10" Truss W Rim=1033.08 Concrete Sidewalk Asphalt SidewalkConcreteConcrete ConcreteConcrete 21" RCP18" RCP 18" RCP18" RCP18" RCP15" RCP 42" RCP30" RCP 48" RCP Inv=1020.00 10" Truss S Inv=1012.97 10" Truss S Inv=1012.53 10" Truss E Inv=1012.43 10" Truss N Inv=1012.21 10" Truss W Rim=1028.89 18" RCP 15" RCP F.L.=1023.14 18" RCP WSW F.L.=1023.07 18" RCP NNE Rim=1029.62 F.L.=1024.22 18" RCP ENE F.L.=1024.10 15" RCP W Intake=1029.86 Building10 12 IA HWY 6/ EAST HICKMAN ROAD NE ALICE'S ROAD10 PRIVATE DRIVE FFE=1031.25 GAS GAS6"W6"W H T 6"S 6"SEEEEE 6,155 SF BUILDING20' Building Setback Line20' Building Setback Line 50' Building Setback Line50' Building Setback Line Bk2001 Pg13970 Existing Sign Easement Private Sanitary Sewer Easem ent 20' Private Storm Sewer Easement and Gas Easement 8' Private Water Main ROW TO BE ACQUIRED Bk2001 Pg172325' MidAmerican Transmission EasementBk702 Pg2316' Temporary Construction EasementBk2006 Pg19329 Easement Telecommunications 16.5' Bk2000 Pg2135 Easement 11.5' Sanitary Sewer BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_05_GRA.dgn5/30/20171:53:42 PMSnyder1:20Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSS1026.25 10271028(1028.14)(1028.49) 1028.50G 1029.00TC LP 1028.68 1028.73 (1028.83) (1029.33 TC) 1028.85 1028.90 102910291029 1029.05G (1029.07) (1029.57 TC) 1029.10G 1029.10 1029.19 1029.21 1029.25 (1029.28) 1029.30 1029.32 1029.41 1029.42 1029.43 1029.45 1029.45G 1029.95TC LP 1029.48 1029.50G 1030.00TC 1029.50G 1030.00TC LP 1029.50G 1030.00TC LP (1028.51) (1029.01TC) (1029.52) 1029.55G 1030.05TC LP 1029.60 1029.60 1029.63 1029.71 (1029.75) (1030.25 TC) 1029.75 1029.75 1029.79 1029.80 1029.80 1029.80 1029.81 1029.85G 1030.35TC 1029.85G 1030.35TC 1029.87 1029.88 1029.90 1029.90G 1030.40TC 1029.90G 1030.40TC 1029.95G 1030.45TC 1029.95G 1030.45TC 1029.95G 1030.45TC 1029.98 1030.0010301 0 3 0 1030 10301030 103010 3 0 1030 1030.00G 1030.50TC 1030.00 1030.00G 1030.50TC 1030.10 1030.10G 1030.60TC 1030.15 1030.20G 1030.70TC 1030.201030.20 1030.25 1030.30G 1030.80TC 1030.30G 10130.80TC 1030.30 1030.30 1030.301030.30 1030.35 1030.35 1030.35 1030.35 1030.40 1030.40 1030.40 1030.401030.451 0 3 0 . 4 5 1030.45 1030.46 1030.50 1030.501030.50 1030.50 1030.50 1030.55 1030.55G 1031.05TC 1030.55G 1031.05TC 1030.60G 1031.70TC 1030.60G 1031.010TC 1030.60G 1031.10TC 1030.62 1030.65 1030.65G 1031.15TC1030.651030.70 1030.721030.72 1030.75 1030.75G 1031.25TC 1030.75G 1031.25TC 1030.75G 1031.25TC 1031.00 1030.90 1031 1 0 3 1 1031 1031 10311031 1031103110311031.10 1031.151031.15 1031.151031.201031.20 1031.201031.20 1031.201031.25G 1031.75TC 1031.251031.25 1031.25 1031.25 1032 1032 1033 5 520'0 SCALE (FEET) 20 GRADING PLAN GENERAL NOTES CAUSED BY CONSTRUCTION ACTIVITIES. F. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS, AND SIDEWALKS 8" DEPTH TO FINISH GRADES. E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM INCLUDE FLARED END SECTION. D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND (GUTTER), UNLESS OTHERWISE NOTED. C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB RELOCATIONS WITH UTILITY PROVIDER. CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE ANY UTILITY AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR SHOWN ARE IN THE EXACT LOCATION INDICATED. IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE A. UTILITY WARNING:GRADING PLAN1.4%1.0%1.7%2.8%2.8%1.3 %1.0%1.4%1.0%1.0%1.3%1.0%1.0%1.0%1.0%1.0%1.0%1.3%1.7% 2.0% 2.0%2.0%2.0%2.0%2.7%1.5% 2.0%1.0%1.0%1.2% 1.2% 5.3% 2.1%1.2%1.0%2.0% PATHOVERFLOW PATHOVERFLOW PATHOVERFLOW PATHOVERFLOW PATHOVERFLOW 2.0% MIN2.0% MIN2.0% MIN2.0% MIN 2.0% MIN 2.0% MIN POLLUTION PREVENTION NOTES FILING OF THE "NOTICE OF DISCONTINUATION". REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO k. MUST BE CONTAINED ONSITE. A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE j. DELAYED MORE THAN 21 CALENDAR DAYS. CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY HAS FINISHED OR IS PLANNED TO BE OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES NO LATER THAN 14 PERMANENT SEED MIX, OR SOD AS SOON AS PRACTICAL UPON COMPLETION OR DELAY STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, i. IMPROVEMENTS ARE LOCATED. ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) h. STORM SEWERS ARE INSTALLED. RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL g. PREVENTION. EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON f. SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS. SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL e. THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY. THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING d. TIME. TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT c. DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS. DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, b. REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION. WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN a. UNLESS INFEASIBLE OR NOT APPLICABLE: GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE 4. CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT 3. IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES 2. PREVENTION PLAN MADE DURING CONSTRUCTION. SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT 1. POLLUTION PREVENTION PLAN:C. DISCONTINUATION. TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL 3. IOWA. PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT 2. (SWPPP) AND POSSIBLY OBTAINING THE GENERAL PERMIT COVERAGE FROM THE IDNR. INCLUDING CREATING OR MAINTAINING THE STORM WATER POLLUTION PREVENTION PLAN AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR 1. STORM WATER DISCHARGE PERMITB. THE CONTRACTOR. NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER 2. OR AS A RESULT OF PERFORMANCE. PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL 1. POLLUTION PREVENTION AND EROSION PROTECTIONA.2.3%2.3%1.6% EB G G FO FO C FO C E G ICV BM1 BM2 CP1 CP2 CP3 CP4 F.L.=1024.36 18" RCP W F.L.=1022.32 18" RCP S F.L.=1022.24 21" RCP N Rim=1029.01 F.L.=1023.46 15" RCP E F.L.=1023.30 18" RCP N Double Intake=1027.46 Rim=1028.12 F.L.=1023.81 15" RCP W Double Intake=1027.57 18" RCP E F.E.S.=1025.44 F.L.=1022.99 18" RCP SSW F.L.=1022.18 24" RCP N Double Intake=1027.85 F.L.=1024.31 30" RCP W F.L.=1024.21 42" RCP S F.L.=1023.97 48" RCP ENE Throat Intake=1029.60 Rim=1030.46 Concrete SidewalkInv=1011.92 10" Truss E Inv=1011.88 10" Truss W Rim=1033.08 Concrete Sidewalk Asphalt SidewalkConcreteConcrete ConcreteConcrete 21" RCP18" RCP 18" RCP18" RCP18" RCP15" RCP 42" RCP30" RCP 48" RCP Inv=1020.00 10" Truss S Inv=1012.97 10" Truss S Inv=1012.53 10" Truss E Inv=1012.43 10" Truss N Inv=1012.21 10" Truss W Rim=1028.89 18" RCP 15" RCP F.L.=1023.14 18" RCP WSW F.L.=1023.07 18" RCP NNE Rim=1029.62 F.L.=1024.22 18" RCP ENE F.L.=1024.10 15" RCP W Intake=1029.86 Building10261027102810281028102910291029102910291029 1029 1029 1029102910291030 1030103010301030103010301030 1030 1030 10301031 1031 103110311031103110311031103110321032103210321032 1033103310341035 10 12 IA HWY 6/ EAST HICKMAN ROAD NE ALICE'S ROAD10 PRIVATE DRIVE FFE=1031.25 GAS GAS6"W6"W H T 6"S 6"SEEEEE 6,155 SF BUILDING20' Building Setback Line20' Building Setback Line 50' Building Setback Line50' Building Setback Line Bk2001 Pg13970 Existing Sign Easement Private Sanitary Sewer Easem ent 20' Private Storm Sewer Easement and Gas Easement 8' Private Water Main ROW TO BE ACQUIRED Bk2001 Pg172325' MidAmerican Transmission EasementBk702 Pg2316' Temporary Construction EasementBk2006 Pg19329 Easement Telecommunications 16.5' Bk2000 Pg2135 Easement 11.5' Sanitary Sewer BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_06_ERO.dgn5/30/20171:53:43 PMSnyder1:20Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSS10271028102910291029 10301 0 3 0 1030 10301030 103010 3 0 1030 1031 1 0 3 1 1031 1031 10311031 1031103110311032 1032 1033 6 620'0 SCALE (FEET) 20 STORMWATER MANAGEMENT QUANTITIES ATTACHMENT TO POST Fabric Post cable ties Wire or 5 TYPICAL SILT FENCE DITCH CHECK F oresl o p eVariable (20' for a normal 10' wide ditch.) (5'-0" max.) Post spacing (5'-0" max.) Post spacing 4 5 1 3 Backslope 902 904 906 908 910 TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES individual section of silt fence Install "J-hook" at each end of an ground contour Install parallel to (Plan View) (600' if slope is flatter than 5%) 200' max. length per section TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES Ground line Fabric Flow 4'-0" minimum 'T' steel fence post (Profile View) 4 1 1 2 See plans for spacing NO SCALE SILT FENCE DETAIL Ground line Fabric 1 5 4 or as required to adequately support fence Reduce post spacing to 5'-0" at water concentration areas, 8'-0"spacing 24"DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES36"6 1 3 4 5 In ditches, extend silt fence up side slope so the bottom elevation at the end of the fence is a minimum of 2 in. higher than the top of the fence in the low point of the ditch. Steel posts to be embedded 20 in. unless otherwise allowed by the Jurisdictional Engineer. Secure top of engineering fabric to steel posts using wire or plastic ties (50 lb. min.). See details of "Attachment to Posts." documents or as directed by the Jurisdictional Engineer. Section 9040, 3.07 and at locations shown in the contract Install silt fence according to the requirements of GENERAL NOTES: 1 2 Insert 12 in. of fabric a minimum of 6 in. deep (fabric may be folded below the ground line) Compact ground by driving along each side of the silt fence as required to sufficiently secure the fabric in the trench to prevent pullout and flow under the fence.EROSION AND SEDIMENT CONTROL PLANENTRANCE/EXIT STABILIZED CONSTRUCTION WITH PROPERTY OWNER COORDINATE SIZE AND FINAL LOCATION APPROXIMATE TOPSOIL LOCATION PROPERTY OWNER COORDINATE WITH STAGING AREA BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT 1.13 ACDISTURBED AREA TYPE 1 PERMANENT LAWN MIXTURE 0.42 AC SEEDING, FERTILIZING & MULCHING 0.42 AC SEDIMENT BASKETS 6 EA SILT FENCE 700 LF SILT FENCE(TYP) FENCE(TYP) SILT EL=1029.82 100-YR PONDING EL=1029.92 100-YR PONDING EL=1029.63 100-YR PONDING EL=1029.69 100-YR PONDING EL=1029.02 100-YR PONDING VERIFY WITH ENGINEER. WASHOUT LOCATION. APPROXIMATE CONCRETE BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT EL=1027.53 100-YR PONDING Q=3.39 CFS TO FINAL DISCHARGE TO LITTLE WALNUT CREEK TO EXISTING STORM SEWER DISCHARGE LOCATION BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_07_DTL.dgn5/30/20171:53:46 PMSnyder1:10Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSS10 12 IA HWY 6/ EAST HICKMAN ROAD NE ALICE'S ROAD10 PRIVATE DRIVE FFE=1031.25 6,155 SF BUILDING 10 PRIVATE DRIVE RAMP AREA 1 RAMP AREA 2 RAMP AREA 3 SIDEWALK RAMP AREA 2 DETAIL 1"=10'SIDEWALK RAMP AREA 3 DETAIL 1"=10' SIDEWALK RAMP AREA 1 DETAIL 1"=10'SIDEWALK RAMP DETAILS7 710'RAMP AREA 4 SIDEWALK RAMP AREA 4 DETAIL 1"=10' X X X XX X XX XX XX X X XXX X X X XXX X X X X XXX XX X X X XX X X XXX X X X X X X X X X XX X X X 1029.75 1029.80 1029.43 1029.48 1029.81 1028.731028.68 1030.62 1030.72 1029.19 1029.13 1028.90 1028.85 1029.25 1029.19 1029.42 1029.42 1029.38 1029.36 1030.46 1031.251031.25 1031.25 1031.20 1031.20 1031.20 1030.65 1030.00G 1030.50TC 1031.151031.15 1031.15 1030.65 1030.65 1030.55 1030.55 1031.15 1030.55G 1031.05TC 1030.55G 1031.05TC 1030.60G 1031.10TC 1030.60G 1031.10TC 1030.60G 1031.10TC 1030.75G 1031.25TC 1030.60G 1031.10TC 1029.211029.30 1029.71 1029.71 1030.65 1030.72 1031.15 1031.15 1029.86 1029.92 1029.88 1029.98 5.5%5.5% 5.5%5.5%1.6%1.6%1.6%1.6%1.6%1.1%1.1%1.3%5.5%6.25%1.4% 0.0%7.16%8.33%1.4% 5.7% 1. 3 %1.3%3.4%1.0% 4.7%1.5%1.3%1. 3 %4.2% 6.4%0.0%1.0%1031.20X 1031.15X1.5%1029.79 X 1029.79 X 5.6% 4.0% 0.5%8.1%1.3%1.3%1.4% X 1030.40 1.5% 1029.88 1.5% 1.5% 4.0% 5.0% 1.5% 1.0% 1.5% 1.5%2.5%1.5%1.5%2.5%X 1030.46 1030.52X 1.5%1.5%1.5%1.5%0.0%0.5% EB G FO FO C FO C ICV CP2 Concrete SidewalkConcrete Sidewalk ConcreteConcrete 18" RCP18" RCP18" RCP18" RCP 10 12 10 PRIVATE DRIVE FFE=1031.25 GAS GAS6"W6"W H T 6"S 6"SEEEEE 6,155 SF BUILDING20' Building Setback Line20' Building Setback Line 50' Building Setback Line50' Building Setback Line Bk2001 Pg13970 Existing Sign Easement Private Sanitary Sewer Easem ent 20' Private Storm Sewer Easement and Gas Easement 8' Private Water Main ROW TO BE ACQUIRED Bk2001 Pg172325' MidAmerican Transmission EasementBk702 Pg2316' Temporary Construction EasementBk2006 Pg19329 Easement Telecommunications 16.5' Bk2000 Pg2135 Easement 11.5' Sanitary Sewer BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_08_LND.dgn5/30/20171:53:47 PMSnyder1:20Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSS8 820'0 SCALE (FEET) 20 PLANTING PLANKEY COMMON NAME SIZE TREESBOTANICAL NAME COMMENTS PLANT SCHEDULE SHRUBSGRASSESPERENNIAL & PLANTING PLAN GENERAL NOTES PLANTING PLAN CONSTRUCTION NOTES LANDSCAPE CALCULATIONS 3-CS 3-CS 5-JS 5-JS 11-HE 10-HE 6-CA 6-CA 1-JS 8-RB 1-JS 4-CA 15-FI 7-FI 4-PF 1-GB 1-GB 36-PV 12-CA 9-VC 1-AC 8-RB 3-CG 1-GT 1-GT 13-VC VC RB PF FI CS Viburnum carlesii 'SMVCP' (PP25,872) Rosa blanda Potentilla fruticosa 'Lundy' Forsythia x intermedia 'Sunrise' Cornus stolonifera 'Farrow' SPICE BABY KOREANSPICE VIBURNUM EARLY WILD ROSE HAPPY FACE CINQUEFOIL SUNRISE FORSYTHIA ARCTIC FIRE DOGWOOD 18" Ht. 24" Ht. 18" Ht. 36" Ht. 18" Ht. #1 CONT. (4' O.C.) #1 CONT. (3' O.C.) #1 CONT. (3' O.C.) #2 CONT. (4' O.C.) #2 CONT. (4' O.C.) PV HE CA Panicum virgatum 'Northwind' Hemerocallis 'Going Bananas' Calamagrostis x acutiflora 'Karl Foerster' NORTHWIND SWITCHGRASS GOING BANANAS DAYLILY KARL FOERSTER FEATHER REED GRASS 24" Ht. 12" Ht. 18" Ht. #1 CONT. (30" O.C.) #1 CONT. (18" O.C.) #1 CONT. (3' O.C.) 24-CA 8-CA 1 - EX. STREET TREE 1 - EX. STREET TREE 1-AC TREE STREET 1 - EX. WAUKEE DEVELOPMENT SERVICES DEPARTMENT. E. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE OF ONE YEAR FROM DATE OF INSTALLATION. D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD Z60.1-LATEST EDITION). SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI C. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS COMPANIES DURING CONSTRUCTION. CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. ARE IN THE EXACT LOCATION INDICATED. SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY A. UTILITY WARNING: TREES TO A MINIMUM 3-FOOT PERIMETER. 3. PROVIDE 3" DEPTH SHREDDED HARDWOOD MULCH RING AROUND ALL BLACK STEEL EDGING, UNLESS OTHERWISE DIRECTED BY OWNER. 2. PROVIDE CONTINUOUS SHREDDED HARDWOOD MULCH BED WITH 3/16" 1. SOD ALL AREAS DISTURBED BY CONSTRUCTION. 8 3 DECIDUOUS TREE STAKING DETAIL NO SCALE EXISTING SLOPE FINISH GRADE TREE OR SHRUB ROOT BALL BEGIN TRANSITION AT EDGE OF 2:1 MAXIMUM TRANSITION SLOPE. MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING BEYOND EDGE OF ROOT BALL 3" HEIGHT WATER RETENTION BERM LOCATED AT TOP OF ROOTBALL 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS FINISH GRADE. DO NOT PLACE MULCH WITHIN SET ROOT COLLAR AND ROOT FLARE 2" ABOVE SLOPE PLANTING PIT DETAIL PLACE ROOT BALL ON UNDISTURBED SOIL SCARIFY SIDES OF PIT MINIMUM FOR SHRUBS 2X ROOTBALL MINIMUM FOR TREES 3X ROOTBALL ROOT SYSTEM OR CONTAINER DEPTH OF ROOT BALL BASKET MINIMUM. MINIMUM TOP 1/2 OF BURLAP AND WIRE BALLED AND BURLAP (B&B) PLANTS REMOVE MATERIAL. REMOVE ALL TWINE. FOR IMPEDE THE GROWTH OF THE PLANT CONTAINERS OR OTHER MATERIAL THAT WILL REMOVE ALL NON-BIODEGRADABLE MATERIAL, Root Ball Diameter 1 1/2 to 2 Times FINISH GRADE SCARIFY SIDES OF PIT PLACE ROOT BALL ON UNDISTURBED SOILTYPICAL PLANTING PIT DETAIL BEYOND EDGE OF ROOT BALL 3" HEIGHT WATER RETENTION BERM LOCATED AT TOP OF ROOTBALL 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS FINISH GRADE. DO NOT PLACE MULCH WITHIN SET ROOT COLLAR AND ROOT FLARE 2" ABOVE MINIMUM FOR SHRUBS 2X ROOTBALL MINIMUM FOR TREES 3X ROOTBALL ROOT SYSTEM OR CONTAINER DEPTH OF ROOT BALL BASKET MINIMUM. MINIMUM TOP 1/2 OF BURLAP AND WIRE BALLED AND BURLAP (B&B) PLANTS REMOVE MATERIAL. REMOVE ALL TWINE. FOR IMPEDE THE GROWTH OF THE PLANT CONTAINERS OR OTHER MATERIAL THAT WILL REMOVE ALL NON-BIODEGRADABLE MATERIAL, MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING PLANTING PIT DETAILS NO SCALE8 2 1 1 Diameter 8" to 12" IMPERVIOUS SOIL SEE PLANTING PIT DETAIL FINISH GRADE ENGINEERING FABRIC SEPTIC GRAVEL 6' DEPTH (IF PRESENT) PERVIOUS SOIL BY ENGINEER. INSTALLATION; AS APPROVED IMPERVIOUS SOILS ARE FOUND DURING TREE DRAINAGE WELL ONLY REQUIRED IF NOTE: into the pervious soil layer. extends a minimum of 12 inches well may be termineated when the well depth less the 6 feet, the drainage If pervious soil is encountered at a TREE DRAINAGE WELL DETAIL NO SCALE8 1 6'' 1 MATERIAL FLAGGING GARDEN HOSE DETAILS SEE PLANTING PIT STEEL POSTS (4'-0" MIN.) TREE HEIGHT 1/2 TO 2/3 (2'-0" MIN.) TREE HEIGHT 1/4 TO 1/3 6" (Trees 2 1/2 inch diameter or smaller) STAKING PLAN TO SOUTHWEST PLACE ON STAKE 1 (Trees larger than 2 1/2 inch diameter) STAKING PLAN branch. Wrap trunk from ground line to first TO SOUTHWEST PLACE ON STAKE 15-PF 7-FI 7-FI 30-PV 10-VC SR JS GT GB CG AC B&B #10 CONT. B&B B&B (MALE) B&B B&B STATE OF IOWA PROFESSIO N ALLANDSCAPE AR CHITECTDate License Number Pages or sheets covered by this seal: 668 NO. ARCHITECT LANDSCAPE under the laws of the State of Iowa. Professional Landscape Architect charge. I am a duly licensed direct supervision and responsible below was prepared by me or under my this technical submission described I hereby certify that the portion of June 30, 2018 License Expires: 668 GULDENPFENNIG LARA F. Lara F. Guldenpfennig, ASLA SHEET 8 SHRUBS PROVIDED) HEADLIGHT SCREENING REQUIRED ALONG NE ALICE'S ROAD AND EAST HICKMAN ROAD. (102 ALL LANDSCAPED ISLANDS SHALL HAVE ONE ORNAMENTAL OR OVERSTORY DECIDUOUS TREE. NE ALICE'S ROAD: 90 LF / 40 LF = 2.25 (3) TREES REQUIRED (3 PROVIDED) EAST HICKMAN ROAD: 110 LF / 40 LF = 2.75 (3) TREES REQUIRED (3 EXISTING, 1 PROVIDED) 1 OVERSTORY TREE PER 40 LF OF FRONTAGE, EXCLUDING DRIVEWAYS PAVEMENT FRONTAGE REQUIREMENT: 9.92 PU X 1 SHRUB = 9.92 SHRUBS REQUIRED (10 PROVIDED) 9.92 PU X 1 TREE = 9.92 TREES REQUIRED (3 EXISTING, 7 PROVIDED) 9,929 SF / 1,000SF = 9.92 PLANT UNITS REQUIRED 19,318 SF (38.91%) TOTAL OPEN SPACE PROVIDED 49645 SF TOTAL LOT X 20% MIN. OPEN SPACE = 9,929 SF REQUIRED OPEN SPACE REQUIREMENT: (AS PER CITY OF WAUKEE LANDSCAPE AND OPEN SPACE REQUIREMENTS FOR C-1B DISTRICT) 3-SR Syringa reticulata 'Ivory Silk' Juniperus scopulorum 'Bailigh' Gleditsia triacanthos var. inermis 'Draves' Ginkgo biloba 'Princeton Sentry' Crategus crusgalli var. inermis Acer rubrum 'Franksred' IVORY SILK JAPANESE TREE LILAC SKY HIGH JUNIPER STREET KEEPER HONEYLOCUST PRINCETON SENTRY GINKGO THORNLESS HAWTHORN RED SUNSET RED MAPLE 8' Ht. 6' Ht. 1 1/2" Cal. 1 1/2" Cal. 8' Ht. 1 1/2" Cal. BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_09_StormTech-DTL.dgn5/30/20171:53:48 PMSnyder1:2Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSSNO SCALE STORMTECH DETAILS STORMTECH DETENTION BED DETAILS1'NO SCALE STORMTECH DETAILS 9 2 9 1 NO SCALE STORMTECH DETAILS 9 3 NO SCALE STORMTECH DETAILS 9 4 99 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= KSOKULSKIV:\Projects\2017\117.0250.01\CADD\SP_1170250_10_StormTech-DTL.dgn5/30/20171:54:00 PMSnyder1:2Y:\pen\date.tblY:\print_drivers\Black_Gray\V8iBWHalfWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.UNIVERSITY OF IOWA COMMUNITY CREDIT UNIONWAUKEE, IA117.0250 117.025010 10JALEDCJWM04-20-171AS PER CITY COMMENTS05/12/17LBM2AS PER CITY COMMENTS05/30/17KSSNO SCALE STORMTECH DETAILS STORMTECH DETENTION BED DETAILS1'10 1 NO SCALE STORMTECH DETAILS 10 2 10 10 LEVEL 10"T.O.W. LOW14' - 8"T.O.W. HIGH20' - 4"ALUMINUM SUN SHADE:CLEAR ANNODIZED CULTURED STONE:PLATINUMFAUX WOOD SCREEN:WALNUTFAUX WOOD SIDING: WALNUTFAUX WOOD SIDING:WALNUTDUMPSTER ENCLOSURECULTURED STONE:PLATINUMMETAL WALL PANEL:DARK ANNODIZEDLEVEL 10"T.O.W. LOW14' - 8"T.O.W. HIGH20' - 4"LEVEL 10"T.O.W. LOW14' - 8"T.O.W. HIGH20' - 4"CULTURED STONE:PLATINUMFAUX WOOD SCREEN:WALNUTALUMINUM WINDOW:DARK ANNODIZED CULTURED STONE:PLATINUMFAUX WOOD SCREEN:WALNUTMETAL WALL PANEL:DARK ANNODIZEDMETAL WALL PANEL:DARK ANNODIZEDLEVEL 10"T.O.W. LOW14' - 8"T.O.W. HIGH20' - 4"EastSouthSTEEL GATE. PAINTED TO MATCH METAL PANEL ON BLDG.WestCT CABINET6' - 8"NorthELEVATIONSPRES 2UICCU Waukee15.0475/09/17 1/16" = 1'-0"East Elevation - Pres 1/16" = 1'-0"North Elevation - Pres 1/16" = 1'-0"South Elevation - Pres 1/16" = 1'-0"West Elevation - Pres 1/8" = 1'-0"Trash Enclosure