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2017-03-20-J10 LockBox Mini Storage_Site Plan
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 20, 2017 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for LockBox Mini Storage (130 SE Brick Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: McGregor Interests, LLC, requests approval of a site plan to allow the site improvements for the construction of 15 buildings for self- storage units. A total of 378 units will be available for lease. A leasing office will be onsite for customers. In addition, the site will be gated and an automatic access gate for customers will be installed. Access to the property will be provided via SE Brick Drive on the north side of the site. A second access on the south side of the site will be constructed, however, that access will be for emergency services only. 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, Final Plat, and Site Plan for McGregor Plat 1 [Lockbox Mini Storage, 130 SE Brick Drive] Senior planner Andy Kass introduced the request for approval of a preliminary plat, final plat, and site plan to construct self-storage units, made by the applicants McGregor Interests, LLC. The subject property is located south of Hickman Road and west of SE Brick Drive Containing 5.38 acres and was rezoned in 2016 to PD/C-1 to allow for self-storage units. Mr. Kass advised that the proposed project would include the development of 15 buildings for mini storage. A total of 378 storage units will be available for lease with building sizes ranging in size from 4600 square feet to 5866 square feet. Building A will house a leasing office. The trash enclosure is located north if building K on the west side of the site and an ornamental steel fence will be provided for security purposes with an automatic gate at the north entrance provided for customer access. All gates will be equipped with appropriate measures for emergency service access. Mr. Kass explained that access to the site will be provided off of SE Brick Drive with the north access being the primary access and the south entrance being for emergency vehicle access only. All circulation within the site has been reviewed and approved by the Fire Department. A 5 foot wide side walk will be constructed along SE Brick Drive as part of the site improvements, and all utilities are available to the site. Further extensions of water and sanitary will be completed to the office building as well as fire hydrant coverage to the development. The storm water detention will be provided in a retention pond that is located on the west side of the development. Mr. Kass advised that all open space, landscape and parking requirements made by ordinance and staff have been met. At this time staff is comfortable with the site plan and would recommend approval of the preliminary plat and final plat for McGregor Plat 1 and site plan for LockBox Mini Storage, subject to remaining staff comments. • Commissioner Hoifeldt questioned if the rezoning was just for this specific site. Mr. Kass advised that was correct. • Representatives for the applicant, Monte Applegate of Snyder and Associates and Jeff McGregor, advised that they had brought renderings to help show the differences in the coloring and stone sizing that would be used to provide the banding needed for the street presence. • Commissioner Stonebrook questioned what the height of the building was. Mr. McGregor advised that to the tower tip was 29’4” tall and the lower elevation being 12’ on the frontage buildings as they slope inwards. • Commissioner Shanks questioned what material would be used for the gates. Mr. McGregor advised that the fence would be a 6 foot press point fence that had the appearance of black rod iron. Commissioner Shanks moved to approve the site plan for LockBox Mini Storage subject to any remaining staff comments. The motion was seconded by Commissioner Streit. Ayes: Stonebrook, Streit, Hoifeldt, and Shanks. 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. Site Plan/Preliminary Plat & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 17- APPROVING THE SITE PLAN FOR LOCKBOX MINI STORAGE [130 SE BRICK DRIVE] 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 LockBox Mini Storage, subject to remaining staff comments on March 14, 2017; AND, WHEREAS, the Site Plan for LockBox Mini Storage is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for LockBox Mini Storage is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 20th day of March, 2017 that the Site Plan for LockBox Mini Storage 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 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP01_1160614_TSH.dgn3/7/20172:27:07 PMProject Overview1:1000pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLSPROJECT LOCATION OWNER/DEVELOPER INDEX OF SHEETS VICINITY MAP 1000'SE LAUREL ST SE BRICK DRUS HWY 6 (HICKMAN RD)SE ALICE'S RDDate IOWALICENSEDPROFESSIO N A LEN GI NEERLicense Number Pages or sheets covered by this seal: My License Renewal Date is December 31, 2017 18678 Erik J. Nikkel, P.E. 18678 NIKKEL ERIK J. 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 1 1TITLE SHEET1"=1000' LOCKBOX MINI STORAGE - WAUKEE ENGINEER PHONE: (515) 964-2020 ERIK NIKKEL, P.E. (PROJECT ENGINEER) MONTE APPELGATE, PLA (PROJECT MANAGER)CONTACT: ANKENY, IA 50023 2727 SW SNYDER BLVD SNYDER & ASSOCIATES PH: (402) 334-2123 CONTACT: GEOFF MCGREGOR OMAHA NE 68164 11750 STONEGATE CIRCLE MCGREGOR INTERESTS, LLC CITY OF WAUKEE, DALLAS COUNTY, IOWA FOR PRELIMINARY PLAT / SITE PLAN 8. 7. 6. 5. 4. 3. 2. 1. Sheets 1-6, 8 SE STONERIDGE DR DETAILS PLANTING PLAN EROSION CONTROL PLAN GRADING PLAN UTILITY PLAN SITE LAYOUT AND DIMENSION PLAN PROJECT INFORMATION TITLE SHEET BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP02_1160614_NTS.dgn3/7/20172:29:17 PMSnyder1:1pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLSZONING PROPERTY DESCRIPTION BUILDING DESCRIPTION GENERAL USE PARKING REQUIREMENTS: GENERAL NOTES 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 UTILITY WARNING 1 UTILITY QUALITY SERVICE LEVELS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINEDQUALITY LEVEL (A) SUBSURFACE UTILITIES. GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE QUALITY LEVEL (B) QUALITY D INFORMATION. UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND QUALITY LEVEL (C) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS.QUALITY LEVEL (D) APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD. QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN EXCEPT WHERE NOTED AS QUALITY LEVEL A. UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR 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 LOT INFORMATION PROJECT SCHEDULE UTILITY CONTACT INFORMATION SITE CONTROL POINTS TICKET NUMBER 551603437. RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS DRIVE, NORTHEAST CORNER OF SITE. CUT "X" IN SOUTH END OF MEDIAN IN SE BRICK DRIVE NORTH OF SE STONERIDGE N=588200.09E=1545224.75 COCA-COLA PROPERTY, NORTHWEST CORNER OF SITE. 1/2" REBAR WITH RED CAP 50' EAST OF SOUTHEAST FENCE CORNER OF N=588097.87 E=1544541.55 CORNER OF SITE. 1/2" REBAR WITH RED CAP NORTH OF MINI STORAGE BUILDINGS, SOUTHWEST N=587584.30 E=1544541.56 DRIVE, SOUTHEAST CORNER OF SITE. CUT "X" IN SOUTH END OF MEDIAN IN SE BRICK DRIVE SOUTH OF SE STONERIDGE N=587711.76 E=1545223.52 CP4 CP3 CP2 CP1 (ALL CONTROL POINTS SHOWN ON SURVEY.) NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET IOWA STATE PLANE SOUTH COORDINATE SYSTEM 2 2N/APROJECT INFORMATIONTOTAL SPACES PROVIDED 5 (INCL. I HC) PROVIDED 400 SF/1000 X 3 = 1 SPACE OFFICE 3/1000 SF GFA PROVIDED 71,786 SF/20000 = 4 SPACES SELF STORAGE 1/20000 SF GFA IN THE CITY OF WAUKEE IOWA EXCEPT THE NORTH 548.80 FEET. OUTLOT "Z" WILLIAMS POINTE PLAT 14 AN OFFICAL PLAT SPRING 2018COMPLETE CONSTRUCTION: SPRING 2017START CONSTRUCTION: OPEN SPACE / IMPERVIOUS AREAS TYPE II-BCONSTRUCTION TYPE B ( OFFICE AREA - INCIDENTAL ACCESSORY USE) S-1 (STORAGE)OCCUPANCY = 400 SFTOTAL OFFICE SPACE = 71,786 SFTOTAL SELF STORAGE BUILDINGS LEASED SELF STORAGE NO RESPONSE CLEAR PER EMAIL CLEAR PER EMAIL FO1-FIBER OPTIC C1-COMMUNICATION E1-ELECTRIC STORM SEWER SANITARY SEWER W1-WATER G1-GAS joni.mccabe@consolidated.com 507-387-1770 JONI MCCABE CONSOLIDATED COMMUNICATIONS lvandee@xeniawater.org 515-676-2117 LAIRD VAN DEE XENIA RURAL WATER DISTRICT pmay@mediacomcc.com 515-246-2252 PAUL MAY MEDIACOM COMMUNICATIONS CORP jeff@netins.com 515-830-0445 JEFF KLOCKO AUREON NETWORK SERVICES thomas.sturmer@centurylink.com 720-578-8090 TOM STURMER CENTURYLINK MECDSMDesignLocates@midamerican.com 515-252-6632 CRAIG RANFELD MIDAMERICAN ENERGY COMPANY troyer@waukee.org 515-978-7920 TIM ROYER CITY OF WAUKEE NUMBER OF EMPLOYEES= 1 FULL TIME EMPLOYEE MAX BUILDING HEIGHT: 40' 30' REAR YARD: DISTRICT. NONE OR 15' IF ADJACENT TO 'R' SIDE YARD: 25' FRONT YARD: SETBACKS: 234,353 SF (5.38 AC)LOT AREA: ORDINACE PD (NO. 2829) ZONING: C-1 COMMUNITY HIGHWAY SERVICE COMMERCIAL DISTRICT. WILLIAMS POINTE PLANNED UNIT DEVELOPMENT UNDERLYING 130 SE BRICK DRIVE PROPERTY ADDRESS POLLUTION PREVENTION NOTES PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION". REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE k. MUST BE CONTAINED ONSITE. BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD j. CALENDAR DAYS. ACTIVITY HAS FINISHED OR IS PLANNED TO BE DELAYED MORE THAN 21 MEASURES NO LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MIX, PERMANENT SEED MIX, OR SOD AS SOON AS PRACTICAL UPON STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED i. SPECIFICATIONS SECTION 2010. OTHER IMPROVEMENTS ARE LOCATED TO CONFORM TO SUDAS IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND h. CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED. TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION g. REMEDIAL ACTIONS FOR FUTURE PREVENTION. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION f. ANY RECOMMENDED MEASURES WITHIN 7 DAYS. OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED e. ORIGINAL CAPACITY. SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN d. OPERATIONS AT ANY TIME. AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION c. GRADING OPERATIONS. DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT b. AND MINIMIZE SOIL COMPACTION. INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE a. FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF 4. CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT 3. PLAN MAY BE REQUIRED. IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES 2. THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE 1. POLLUTION PREVENTION PLAN:C. AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION. PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL 3. AND THE CODE OF IOWA. THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT TO ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, 2. PERMIT COVERAGE FROM THE IDNR. POLLUTION PREVENTION PLAN (SWPPP) AND POSSIBLY OBTAINING THE GENERAL GENERAL PERMIT NO. 2 INCLUDING CREATING OR MAINTAINING THE STORM WATER FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES (EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 1. STORM WATER DISCHARGE PERMITB. THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR. PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / 2. DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL 1. POLLUTION PREVENTION AND EROSION PROTECTIONA. = 144,433 SF (61.63%)IMPERVIOUS AREA = 89,920 SF (38.37%)PROVIDED OPEN SPACE = 46,918 SF (20%)REQUIRED OPEN SPACE CC. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DETENTION BASIN. OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS. BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY CONCRETE OPERATIONS TO DISCHARGE OFFSITE. AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING. Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS. DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR SEALED. SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES. U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL DEVELOPMENT SERVICES PRIOR TO CONSTRUCTION. T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE FACILITIES. S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN CONSTRUCTION ACTIVITIES BEGINNING. R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO TO THE STORM SEWER IS AT LEAST TEN FEET. GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATER MAIN SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER 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 SERVICES WITH PERMIT IS REQUIRED FOR THIS PROJECT. OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS UNLESS OTHERWISE NOTED. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), TO FINISH GRADES TO CONFORM TO SUDAS SPECIFICATIONS SECTION 2010. K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH PROJECT TO AN APPROVED OFF-SITE WASTE SITE. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE ORDER TO MEET THE CITY OF WAUKEE STANDARDS. FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF THE AS-BUILT DOCUMENTS. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON GOVERN. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL MAXIMUM DENSITY. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% HOLIDAY WORK. THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE. BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. PUBLIC IMPROVEMENTS, 2017 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS REPORTS PREPARED BY OTHERS. B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE WAUKEE STANDARD SPECIFICATIONS FOR AT THE CONTRACTOR'S EXPENSE. TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS LOT 1 ROW M&R 80.00' (Bk 2007, Pg 15329) 10.0' P.U.E.25' Building SetbackPoint of Beginning SW Corner Outlot "Z" 50.00' 283.90'5.38 Ac. (234,353 SF) Yellow Plastic Cap #16747 Fnd 1/2" Rebar SE Corner Outlot "Z" ROW M&R 80.00'N00°10"33"E 233.20'MN00°08"00"E 233.22'P(Bk 2007, Pg 15329)50' Private Overland Flowage Easement15' Private Landscape Easement (Bk 2007, Pg 15329)Easement Water Main 15' Public Easement 30' Sanitary Sewer EB C EB CP1 CP2 CP4 BM1 Inv=1009.49 8" PVC E Inv=1009.44 8" PVC W Rim=1026.49 F.L.=1021.29 12" RCP E Double Intake=1025.39 F.L.=1021.90 24" RCP SW F.L.=1018.60 48" RCP S F.L.=1018.55 48" RCP E Rim=1032.20 24" RCP NE F.E.S.=1026.12 F.L.=1020.86 12" RCP W F.L.=120.88 15" RCP NE Double Intake=1025.26 Rim=125.98 12" RCP 15" RCP 24" RCP 48" RCP 48" RCP BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP03_1160614_DIM.dgn3/7/20172:29:19 PMProject Overview1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLS50'65'80'65'90'20' 40'144'40'132'20'565' 6"W 6"W 6"W30"ST 30"ST 24"ST 24"ST 18"ST 30"ST24"ST6"S6"S115'115'115'115'115'125'125'125'125'125'40'30'40'40'45' 45'40'30'40' G 40'5,280 SF11 UNITSPROPOSED BUILDING K5,000 SF26 UNITSPROPOSED BUILDING L3,750 SF27 UNITSPROPOSED BUILDING M5,000 SF27 UNITSPROPOSED BUILDING N5,000 SF27 UNITSPROPOSED BUILDING P5,625 SF29 UNITSPROPOSED BUILDING Q5,866 SF33 UNITSBUILDING APROPOSED5,216 SF33 UNITSBUILDING BPROPOSED3,264 SF26 UNITSBUILDING CPROPOSED5,175 SF31 UNITSPROPOSED BUILDING D4,600 SF29 UNITSPROPOSED BUILDING E4,600 SF25 UNITSPROPOSED BUILDING F3,450 SF25 UNITSPROPOSED BUILDING G4,600 SF17 UNITSPROPOSED BUILDING H5,760 SF12 UNITSPROPOSED BUILDING J18"ST18"ST3 30 SCALE (FEET) 30 30'WILLIAMS POINTE PLAT 13, LOT 2 ALICE PLACE, LPSE BRICK DRIVEEX. ZONING: PD/C-1 WILLIAMS POINTE PLAT 14, OUTLOT Z PARK PLACE INVESTMENTS NO. 11, LLC EX. ZONING: M-1STRIP ON W +EX DIAG PC ON NW660', N1080' NW, NW/EX APPROX 7' ALANTIC BOTTLING COMPANYEX. ZONING: PD/R-4 WILLIAMS POINTE PLAT 13, LOT 1 TOPSOIL FARMS US, LLC EX. ZONING: PD/R-3WILLIAMS POINTE PLAT 14, LOT 7STIVERS IOA REAL ESTATE, LLCEX. ZONING: PD/C-1WILLIAMS POINTE PLAT 14, LOT 2STIVERS IOWA REAL ESTATE, LLC5" PCC PAVEMENT 8" PCC PAVEMENT 4" PCC SIDEWALK25.0'25.0'27.5'20.0'6" AGGREGRATE 24.0'30.0'24.0'24.0'24.0' RD RD RD RD RD RD RDRD RD RD RD RD RD RD RD RD RD RDRDRDRDRDRD RD RD RD RDRD RD RD DIMENSION PLAN CONSTRUCTION NOTES 33.0'5.5'R5.0'R20.0'33.0'24.0'24.0'24.0'24.0'30.0'27.5'15.0'15.0' for use by Park Place Investments II L.C. ProposeD Ingress/Egress Easement SITE LAYOUT AND DIMENSION PLANSE STONE RIDGE DRIVE 100 YEAR ELEV.=1029.10 NORMAL POOL ELEV.=1026.00 DETENTION BASIN Limits Normal Pool Limits 100 Year Easement 50' Ingress/Egress Grading Easement 15' Temporary Construction and 20.0'22.0'20.0'115' Private Detention Easement27.0'3.0'10.5'3.0'PLANS FOR DETAILED INFORMATION. 8. BUILDING STEM WALL. SEE ARCHTECTURAL AND STRUCTURAL BUILDING CONSTRUCTION INFORMATION. 7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED F. GATE MOUNTED SIGNAGE "EMERGENCY USE ONLY". E. MONUMENT SIGN. ARCHITECTURAL DRAWINGS FOR DETAILS. D. PROVIDE ORNAMENTAL STEEL FENCE 6' HEIGHT. SEE DRAWINGS FOR DETAILS. C. PROVIDE ORNAMENTAL STEEL LINK GATE. SEE ARCHITECTURAL B. ENTRY KEY PAD. SEE GATE DRAWINGS FOR DETAIL. A. TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS FOR DETAILS. 6. SITE AMENITIES, PROVIDE THE FOLLOWING: STANDARDS (BUILDING MOUNTED). A. PROVIDE SIGN WITH ACCESSIBLE SYMBOL AS PER "ADAAG" 5. ACCESSIBLE PARKING SIGNAGE: C. 45° STRIPPING AT 3' ON CENTER SPACING WHERE SHOWN. B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL. OWNER. A. 4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER 4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING: J. NO CURB. CONNECTION. (7030.101 SUDAS). N. CONNECT TO EXISTING PAVEMENTS WITH SUDAS TYPE "A" ELECTRICAL PLAN PRIOR TO CONSTRUCTION CONTRUCTION DETAILS WITH UTILITY PROVIDER AND M. PCC TRANSFORMER PAD. COORDINATE SIZE, LOCATION AND L. 5" PCC CUNETTE. SEE DETAIL ON SHEET 8. STANDARD PROCTOR DENSITY. PREPARED SUBGRADE COMPACTED TO 95% STANDARD K. 6" DEPTH, CLASS 1 STONE AGGREGATE ON 12" DEPTH I. 3" PCC DRIVE OVER CURB, SEE DETAIL. H. 4" PCC SIDEWALK, 5' WIDTH PER CITY OF WAUKEE STANDARDS. G. TAPER CURB. DETECTABLE WARNING PANELS WHERE SHOWN. F. PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33% AND E. PCC INTEGRAL CURB, SEE DETAIL. D. STANDARD CURB, SEE DETAIL. COMPACTED TO 95% STANDARD PROCTOR DENSITY. C. 4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. B. 5" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE (C4 PCC MIX). SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. A. 8" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED 3. PAVEMENTS, PROVIDE THE FOLLOWING: B. EXISTING SIGN. A. GRIND CURB AT DRIVEWAY CONNECTION LOCATIONS. ITEMS: 2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING TO THE PROJECT. APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER B. EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS A. EXISTING PAVEMENTS TO REMAIN. OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. REMOVAL SHALL BE REPAIRED BY THE CONTRACTOR TO THE OR MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR 1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION 25.0' R 25.0'R25.0'R3 0.0'R25.0'R15.0'R 18.0'6.0'5.0'R 5. 5'R5.0' 5.0' 6.0' 5.0'30.0'5.0' 9.0'10.0'R10.0'R0.5'R5.0'1A 1B 2A 3A 3A 3A 3A 3A 3B 3B 3B 3B 3B 3B 3A 3F 4A4C4B 1A 1A 1B 1B 3H 3D 3F 3D 2A 3H 5A 3E 3C 3D 3K3K3K3K3K 3K 3D 1B 3H 2B 1B 3H 1B 3F 1B 3D 3D 3D 3D 3I 3I 3L 3M 3N 3N 6A 6B 6B6C 6D6D6D 6E 8 7 77777 7 7 7 7 7 7 7 7 7 6F 6D 6C 6D 3J 3F TYP 3D LOT 1 ROW M&R 80.00' (Bk 2007, Pg 15329) 10.0' P.U.E.25' Building SetbackPoint of Beginning SW Corner Outlot "Z" 50.00' 283.90'5.38 Ac. (234,353 SF) Yellow Plastic Cap #16747 Fnd 1/2" Rebar SE Corner Outlot "Z" ROW M&R 80.00'N00°10"33"E 233.20'MN00°08"00"E 233.22'P(Bk 2007, Pg 15329)50' Private Overland Flowage Easement15' Private Landscape Easement (Bk 2007, Pg 15329)Easement Water Main 15' Public Easement 30' Sanitary Sewer EB C EB CP1 CP2 CP4 BM1 Inv=1009.49 8" PVC E Inv=1009.44 8" PVC W Rim=1026.49 F.L.=1021.29 12" RCP E Double Intake=1025.39 F.L.=1021.90 24" RCP SW F.L.=1018.60 48" RCP S F.L.=1018.55 48" RCP E Rim=1032.20 24" RCP NE F.E.S.=1026.12 F.L.=1020.86 12" RCP W F.L.=120.88 15" RCP NE Double Intake=1025.26 Rim=125.98 12" RCP 15" RCP 24" RCP 48" RCP 48" RCP1024 10241025102510251025102510251025102610261026 102610261026102610261026102610271027102710271027102710271027102710271027102710271027102810281028102810281028102810281028102810281028 102810281028102910291029102910291029102910291029102910291029 1029102910291029103010301030103010301030103010301030103010301030103010301030103010301030103010301030 10311031103110311031103110311031103110311031103110311031103110311031 1 0 3 11032 1032103210321032103210321032103310331034103510191021 102110211022 1022102210231023102310241024 102410241026 102610261026 1026102610261027 102710271 0 2 7 1027102710271028 102810281028 1028102810281029 102910291029 10291029102910301031 1031 1031 1031103110311031103110311031 1031 10311031103110311031 1032 1032 1032 1032 1032 1032 1032103210321032103210321032 10321032103210321033 1033 1033 1033 1033 1033 1033 1033103310331033 10331033 1033 10331033 1034 10341034 10341034 1036 10361036 1036 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP04_1160614_UTL.dgn3/7/20172:29:22 PMProject Overview1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLS50'65'80'65'90'20' 40'144'40'132'20'565' 6"W 6"W 6"W115'115'115'115'115'125'125'125'125'125'40'30'40'40'45' 45'40'30'40' G 40'5,280 SF11 UNITSPROPOSED BUILDING K5,000 SF26 UNITSPROPOSED BUILDING L3,750 SF27 UNITSPROPOSED BUILDING M5,000 SF27 UNITSPROPOSED BUILDING N5,000 SF27 UNITSPROPOSED BUILDING P5,625 SF29 UNITSPROPOSED BUILDING Q5,866 SF33 UNITSBUILDING APROPOSED5,216 SF33 UNITSBUILDING BPROPOSED3,264 SF26 UNITSBUILDING CPROPOSED5,175 SF31 UNITSPROPOSED BUILDING D4,600 SF29 UNITSPROPOSED BUILDING E4,600 SF25 UNITSPROPOSED BUILDING F3,450 SF25 UNITSPROPOSED BUILDING G4,600 SF17 UNITSPROPOSED BUILDING H5,760 SF12 UNITSPROPOSED BUILDING J0 SCALE (FEET) 30 30'WILLIAMS POINTE PLAT 13, LOT 2 ALICE PLACE, LPSE BRICK DRIVEEX. ZONING: PD/C-1 WILLIAMS POINTE PLAT 14, OUTLOT Z PARK PLACE INVESTMENTS NO. 11, LLC EX. ZONING: M-1STRIP ON W +EX DIAG PC ON NW660', N1080' NW, NW/EX APPROX 7' ALANTIC BOTTLING COMPANYEX. ZONING: PD/R-4 WILLIAMS POINTE PLAT 13, LOT 1 TOPSOIL FARMS US, LLC EX. ZONING: PD/R-3WILLIAMS POINTE PLAT 14, LOT 7STIVERS IOA REAL ESTATE, LLCEX. ZONING: PD/C-1WILLIAMS POINTE PLAT 14, LOT 2STIVERS IOWA REAL ESTATE, LLCRD RD RD RD RD RD RDRD RD RD RD RD RD RD RD RD RD RDRDRDRDRDRD RD RD RD RDRD RD RD150.0' PROPOSED HYDRANT COVERAGER150.0' PROPOSED HYDRANT COVERAGERINV=1024.75 INV=1019.50 RIM=1031.05 CLEANOUT NO. 1 PRIOR TO CONSTRUCTION. (CONTRACTOR TO VERIFY INV=1010.00(OUT-E) INV=1010.50(IN-S) RIM=1025.90 SW-301 MANHOLE NO. 1 4 4INV=1026.00 GUARD W/ FOOTING & APRON & 2 X 18" RCP ST-6, 1 X 24" RCP INV=1025.78 GUARD FOOTING & APRON & 2 X 18" F.E.S W/ ST-6A, 1 X 24" F.E.S & 2 X 18" RCP @ 0.50% 43 LF OF 1 X 24" RCP & INV=1025.93 GUARD W/ FOOTING & APRON ST-5B 30" F.E.S RCP @ 0.33% 23 LF OF 30" INV=1026.05(OUT S) INV=1026.10(IN E) RIM=1031.25 MANHOLE, SW-401 ST-5A HDPE @ 0.30% 54 LF OF 30" INV=1026.59(OUT W) INV=1026.64(IN E) T/C=1030.30 INTAKE, TYPE SW-507 ST-5, CAST IN PLACE INV=1026.80(OUT W) INV=1026.85(IN E) T/C=1030.40 INTAKE, TYPE SW-507 ST-4, CAST IN PLACE HDPE @ 0.35% 64 LF OF 24" HDPE @ 0.30% 64 LF OF 24" INV=1027.07(OUT W) INV=1027.12(IN E) T/C=1030.50 INTAKE, TYPE SW-507 ST-3, CAST IN PLACE INV=1027.31(OUT W) INV=1027.36(IN E) T/C=1030.60 INTAKE, TYPE SW-507 ST-2, CAST IN PLACE HDPE @ 0.37% 72 LF OF 18" INV=1027.63(OUT W) T/C=1030.65 INTAKE, TYPE SW-507 ST-1, CAST IN PLACE 100 YEAR ELEV.=1029.10 NORMAL POOL ELEV.=1026.00 DETENTION BASIN 150LF of 6"San @ 6.0%INV.=1009.90 @ 1.0% 10 LF of 8" San WATER BP=1019.50 SAN TP=1010.42 Easement 50' Ingress/Egress Limits 100 Year Limits Normal PoolExisting SwaleExisting SwaleGrading Easement 15' Temporary Construction and 70LF of 6"San @7.50%UTILITY PLAN CONSTRUCTION NOTES ANTI-SEEP COLLAR SE STONE RIDGE DRIVE 115' Private Detention EasementSECTIONS. FROM BASIN AND CLAY WATER STOPS ON ALL FLARED END 8. ANTI-SEEP COLLARS ON ALL STORM PIPE CULVERT OUTLETS INFORMATION. PURPOSES ONLY. SEE ELECTRICAL PLAN FOR ADDITIONAL A. SITE LIGHTING LOCATIONS SHOWN FOR COORDINATION 7. SITE ELECTRICAL, PROVIDE THE FOLLOWING: PROVIDERS PRIOR TO START OF CONSTRUCTION. COMMUNICATION/ DATA SERVICES WITH UTILITY SERVICE 6. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL AND MINIMUM 18" CLEARANCE BETWEEN UTILITIES. 5. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN PLANS FOR DETAILS. 4. BUILDING DOWNSPOUTS OUTLETS ON GRADE. SEE ARCHITECTURAL H. 2" BUILDING WATER SERVICE G. 6" X 6" TEE. ACCESS. F. KNOX BOX LOCATION FOR FIRE DEPARTMENT EMERGENCY E. 2" CURB STOP D. HYDRANT ASSEMBLY. INFORMATION. MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL C. BUILDING SERVICE CONNECTION. COORDINATE WITH ARCHITECT'S NECESSARY. B. 6" WATER SERVICE LINE WITH FITTINGS AND BENDS AS CONSTRUCTION. AND VERIFY LOCATION AND ELEVATION PRIOR TO AND VALVE. COORDINATE REQUIREMENTS WITH CITY OF WAUKEE A. CONNECT TO EXISTING 6'' WATER MAIN WITH TAPPING SLEEVE STRUCTURES AS NOTED ON PLAN AND AS FOLLOWS: 3. WATER SERVICE 5.5' MINIMUM DEPTH. PROVIDE WATER PIPE AND F. 8" PVC SANITARY SEWER SERVICE AT MINIMUM 1.0%. E. SANITARY MANHOLE PLANS PRIOR TO CONSTRUCTION. SHALL VERIFY ALL FLOWLINE INFORMATION WITH PLUMBING PLUMBING PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR D. BUILDING SERVICE CONNECTION. COORDINATE WITH ARCHITECT'S C. SANITARY CLEANOUT. B. 6" PVC SANITARY SEWER SERVICE AT MINIMUM 1.0%. PRIOR TO CONSTRUCTION. LOCATION AND ELEVATION OF EXISTING SANITARY SEWER CITY OF WAUKEE STANDARDS. CONTRACTOR TO VERIFY A. CONNECT TO EXISTING SANITARY SEWER SERVICE AS PER STRUCTURES AS NOTED ON PLAN AND AS FOLLOWS: 2. SANITARY SEWER SERVICE. PROVIDE SANITARY SEWER PIPE AND C. EXISTING SIGN. TO THE PROJECT. APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER B. EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS A. EXISTING PAVEMENTS TO REMAIN. OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. SHOWN SHALL BE REPAIRED BY THE CONTRACTOR TO THE OR MODIFICATION. ANY DAMAGES TO ITEMS NOT FOR REMOVAL 1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION ENGINEERING FABRIC RIPRAP W/ 90 SY OF 70 TONS OF CLASS "D" 164 LF OF 30" HDPE @ 0.30%UTILITY PLANINV=1021.68(OUT E) T/C=1025.15 TYPE SW-507 ST-7, INTAKE, INV.=1021.40 INTAKE. CONNECT EXISTING CORE DRILL AND RCP @ 0.50% 56 LF OF 12" 3F 3A 3B 3B 3B 3D 3D 2D 2A 2B 6 3G 5 2C 3C 3E 3H 1B 1B 1B 1B 1B 1A 1A 1B 1B 2F 4 44444 4 4 4 4 4 4 4 4 4 6 2B 8 8 LOT 1 (Bk 2007, Pg 15329) 10.0' P.U.E.25' Building Setback(Bk 2007, Pg 15329)50' Private Overland Flowage Easement15' Private Landscape Easement (Bk 2007, Pg 15329)Easement Water Main 15' Public Easement 30' Sanitary Sewer EB C EB CP1 CP2 CP4 BM1 Inv=1009.49 8" PVC E Inv=1009.44 8" PVC W Rim=1026.49 F.L.=1021.29 12" RCP E Double Intake=1025.39 F.L.=1021.90 24" RCP SW F.L.=1018.60 48" RCP S F.L.=1018.55 48" RCP E Rim=1032.20 24" RCP NE F.E.S.=1026.12 F.L.=1020.86 12" RCP W F.L.=120.88 15" RCP NE Double Intake=1025.26 Rim=125.98 12" RCP 15" RCP 24" RCP 48" RCP 48" RCP1024 10241025102510251025102510251025102610261026 102610261026102610261026102610271027102710271027102710271027102710271027102710271027102810281028102810281028102810281028102810281028 102810281028102910291029102910291029102910291029102910291029 1029102910291029103010301030103010301030103010301030103010301030103010301030103010301030103010301030 10311031103110311031103110311031103110311031103110311031103110311031 1 0 3 11032 10321032103210321032103210321033103310341035 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP05_1160614_GRD.dgn3/7/20172:29:25 PMProject Overview1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLS50'65'80'65'90'20' 40'144'40'132'20'565' 6"W 6"W 6"W115'115'115'115'115'125'125'125'125'125'40'30'40'40'45' 45'40'30'40' G 40'5,280 SF11 UNITSPROPOSED BUILDING K5,000 SF26 UNITSPROPOSED BUILDING L3,750 SF27 UNITSPROPOSED BUILDING M5,000 SF27 UNITSPROPOSED BUILDING N5,000 SF27 UNITSPROPOSED BUILDING P5,625 SF29 UNITSPROPOSED BUILDING Q5,866 SF33 UNITSBUILDING APROPOSED5,216 SF33 UNITSBUILDING BPROPOSED3,264 SF26 UNITSBUILDING CPROPOSED5,175 SF31 UNITSPROPOSED BUILDING D4,600 SF29 UNITSPROPOSED BUILDING E4,600 SF25 UNITSPROPOSED BUILDING F3,450 SF25 UNITSPROPOSED BUILDING G4,600 SF17 UNITSPROPOSED BUILDING H5,760 SF12 UNITSPROPOSED BUILDING J3.08%1.78%1.00%4.88%4.88%0.80%2.00%2.00%2.50%2.50%2.50%2.50%2.50%1.00%0.85%1.00%4.17%5.00%4.17%5.00%4.17%5.00% 4.17%5.00%4.17%5.00%4.17%5.00%4.17%5.00% 1.00% 3.64%3.03% 2.85%5.55% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25 .0%25 .0% 25 .0% 4.00% 4.17%5.00%3.33%4.00% 3.33% 1.33%1.00%0.83%0.88%1.00%1.00%1.00% 0.83% 0.85% 1.33%1.00%0.90%1.00%1.00%0.90% 4.17%5.00%4.17%5.00%4.17%5.00%4.17%5.00% 4.00%0.80%1.50%3.03%3.64% 0.85%1.00%0.87%1.00%1.00%1.00%1.00%1.00%33.0%33.0%33.0%33.0%33.0%33.0%33.0%33.0%33.0%20.0%25.0%25.0%7.0%5.0%3.0%2.0%2.0%2.0%33.0% 33.0% 33.0% 33.0% 4.0% 3.75%33.0%2.5%2.5%0.80%0.80%0.80%1.00%1.00%25 .0%2.00%2.00%2.00%0.80%1.09%1.67%1.30%1.41%1.09%1.41%1.09%1.30%1.20%0.80%1.00% 0.85% 1.20% 1.00% 3.00% 1.00% 3.00%2.0% 2.0% 7.50% 3.33% 3.03% 3.03% 4.17%5.00%4.17%5.00%4.17%5.00%3.33%4.17%5.00% 3.64% 3.64%0.80%1.00% 1.00% 1.50% 4.00% 1030.70 0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%1.00%0.87%0.83%0.88%1.00%2.22% 6.67% 5.0% 6.67% 7.50% 6.50% 5.0% 3.35%1.33%1.33%1.33%1.20%1.20%0.45%0.45%1.33%3.33%4.00% 4.00% 1.00%1.00%0.80%0.80%10191020 102010201021 102110211022 1022102210231023102310241024 10241024(1024.40)1024.48(1024.68)1024.751024.831025(1025.00)1025.0010 2 5102510251025.001025 1 0 2 5 1025.00 25 .0%1025.051025.081025.08 (1025.10) 1025.10 1025.13 1025.18 (1025.25)1025.251025.251025.331025.401025.501025.501025.75 1025.751025.751025.8310261026102610261026102610261026.10 1024.65 1027 102710271 0 2 7 1027102710271026.35G 1026.85T/C 1028 102810281028 1028102810281029.50G 1030.00T/C 1029 102910291029.00 1029.10 OVERFLOW 1029 1029102910291029.10 OVERFLOW 1029.75G 1030.25T/C (1029.75)(1029.85)1029.80G1030.30T/CLP1029.90G1030.40T/CLP1029.85G1030.35T/C1030 1030 1030103010301030.00G1030.50T/CLP1030.15G 1030.65T/C1030.10G1030.60T/C1030.15G1030.65T/C(1030.22)1030.25G1030.75T/CHP1030.351030.35G1030.85T/CHP1030.401030.46G 1030.96T/C 1030.50FG1031.00FFE1030.45G1031.95T/CHP1030.501030.531030.601030.63(1030.65)1030.651030.701030.75FG1031.00FFE1030.751030.851030.801030.90FG1031.15FFE1030.90FG1031.15FFE1030.931031 1031 1031 1031.00G1031.50T/C1031.00G 1032.00T/C (1031.00)1030.55G1031.05T/CHP1031.00 HP 1031103110311031103110311031 1031 10311031103110311031 1031.00FG1031.25FFE1031.00FG1031.25FFE1030.251031.03 1031.03 1031.03G 1031.53T/C 1031.101031.10FG1031.35FFE1031.10FG1031.35FFE1031.10 1031.151031.181031.20FG1031.45FFE1031.20FG1031.45FFE1031.20 1031.20 1031.20 1026.501031.231031.23G 1031.73T/C1031.23G1031.73T/C1031.23G 1031.73T/C 1031.231031.30 1031.30FG1031.55FFE1031.30FG1031.55FFE1031.30 1031.311031.32FFE1031.32FFE1031.411031.491031.511031.511031.57FG1031.82FFE1031.591031.60 1031.611031.611031.61 1031.65HP 1031.71 1031.711031.711031.71 1031.74FG1033.39FFE1031.731031.791031.81FG1032.06FFE1031.56FG1032.06FFE1031.811031.81 HP 1031.811031.81 1031.821031.82FFE1031.891031.91 1031.91 HP 1031.911031.91FG1032.16FFE1031.91FG1032.16FFE1031.921031.92 1031.99FG1032.24FFE1031.99FG1032.24FFE1031.991032 1032 1032 1032 1032 1032 1032103210321032103210321032 10321032103210321032.01 HP 1032.011032.011032.01FG1032.26FFE1032.01FG1032.26FFE1032.09FG1032.34FFE1032.09FG1032.34FFE1032.11 HP1032.11FG1032.36FFE1032.11FG1032.36FFE1032.19 HP 1032.19FG1032.44FFE1032.19FG1032.44FFE1032.201032.21 HP1032.21FG1032.46FFE1032.21FG1032.46FFE1032.29FG1032.54FFE1032.29FG 1032.54FFE 1032.29FG1032.54FFE1032.29FG1032.54FFE1032.31FG1032.56FFE1032.31FG1032.56FFE1032.39FG1032.64FFE1032.39FG1032.64FFE1032.411032.46FG 1032.71FFE 1032.46FG 1032.71FFE 1032.49FG1032.74FFE1032.49FG1032.74FFE1032.50FG1033.35FFE1032.50FG 1033.59FFE 1032.501032.511032.511032.531032.581032.611032.621032.631032.65G1032.90T/C1031.691032.711032.731032.75G1033.00T/C1032.771032.811032.831032.85G1033.10T/C1032.86HP1032.911032.931032.95G1033.20T/C1032.95HP1032.96HP1033 1033 1033 1033 1033 1033 1033 1033103310331033 10331033 1033 103310331033.01FG1033.26FFE1033.01FG1033.26FFE1033.01G1033.26T/C1033.031033.05G1033.30T/C1033.06HP1033.10FG1033.35FFE1033.11G1033.36T/C1033.11FG1033.36FFE1033.11FG1033.36FFE1033.14FG1033.39FFE1033.15G1033.40T/C1033.16HP1033.21G1033.46T/C1033.21FG1033.46FFE1033.21FG1033.46FFE1033.26HP1033.31G1033.56T/C1033.31FG1033.56FFE1033.31FG1033.56FFE1033.34FG1033.59FFE1033.41G1033.56T/C1033.41FG1033.66FFE1033.41FG1033.66FFE1033.50FG1034.00FFE1033.75FG1034.00FE1034 10341034 10341034 1035 1035 1035 1036 10361036 1036 0 SCALE (FEET) 30 30'5 5GRADING PLAN GENERAL NOTES SILT FENCE(TYP) SILT FENCE(TYP) 100 YEAR ELEV.=1029.15 NORMAL POOL ELEV.=1026.00 DETENTION BASIN MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00MPE=1031.00GRADING PLANACTIVITIES AT THE END OF EACH DAY AND PRIOR TO RAIN EVENT. FROM STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION F.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS GRADES. BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO SECTION. STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF NOTED. GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED 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. EXACT LOCATION INDICATED. FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY A. UTILITY WARNING:MPE=1031.00DETAIL A DETAIL A DETAIL C SCALE 1"=20' SCALE 1"=20' 1025.33 1025.25 1025.75 1026.00 (1025.25) (1025.00) 1025.25 1025.08 1025.00 (1024.68) 1025.50 1025.10 (1024.40) (1031.00) 1031.65 (1030.65) 1031.15 1031.23 1032.20 1032.50FG 1033.59FFE (1030.22)1030.85 1030.93 1032.50FG 1033.35FFE 1031.10 (1029.85) 1025.18 1025.13 1025.08 1025.001024.48 Easement 50' Ingress/Egress Limits 100 Year Limits Normal PoolExisting SwaleExisting Swale1027Grading Easement 15' Temporary Construction and SCALE 1"=20' DETAIL B 20'20'51031.32FFE1031.03 1031.03 1031.03G 1031.53T/C 1031.23G 1031.73T/C1031.23G1031.73T/C1031.23G 1031.73T/C 1031.82FFE1031.32FFE1031.231030.70 1030.46G 1030.96T/C 1031.57FG1031.82FFE1031.821031.00G1031.50T/CDETAIL B DETAIL C 115' Private Detention Easement3.08% 3.08% 1.0% 1.0% 1.5% 1.5% 1.5% 1.5% 6.0% 5.0%2.0%2.0%1.5% 1.5% 1.5% 1.5%1.35%3.13%5.15%3.08%0.83%0.85%1.78%0.85% 1031.00G 1032.00T/C 1.11%1.11%1.50%1.50%1.50%1.11%5.56% 0.00%1.45%1.43%1.37%4.35%1.5% 3.33% 5.25% 1.5%1.2%1.5%1.0%1031.78 1031.051031.13 1.0%1.33%1025.88 1031.73 1031.70 1031.18 1025.80 1.0%1.0%1025.751025.83 6.25%2.5% 3.25%1.25%1.5%1.0%7.13%1.05%1.33%1.21%1.35%0.45%1.33%1.5%4.39%6.67% 1025.05 5.56%1.50%1.58%2.20%6.25%SE BRICK DRIVESE STONE RIDGE DRIVE 10191020 102010201021 102110211022 1022102210231023102310241024 10241024102510 25102510251025 1 0 2 5 1026 102610261026 1026102610261027 102710271 0 2 7 1027102710271028 102810281028 1028102810281029 102910291029 1029102910291030 1030 1030103010301031 1031 1031 1031103110311031103110311031 1031 10311031103110311031 1032 1032 1032 1032 1032 1032 1032103210321032103210321032 10321032103210321033 1033 1033 1033 1033 1033 1033 1033103310331033 10331033 1033 10331033 1034 10341034 10341034 1035 1035 1035 1036 10361036 1036 LOT 1 (Bk 2007, Pg 15329) 10.0' P.U.E.25' Building Setback5.38 Ac. (234,353 SF)(Bk 2007, Pg 15329)50' Private Overland Flowage Easement15' Private Landscape Easement (Bk 2007, Pg 15329)Easement Water Main 15' Public Easement 30' Sanitary Sewer EB C EB CP1 CP2 CP4 BM1 Inv=1009.49 8" PVC E Inv=1009.44 8" PVC W Rim=1026.49 F.L.=1021.29 12" RCP E Double Intake=1025.39 F.L.=1021.90 24" RCP SW F.L.=1018.60 48" RCP S F.L.=1018.55 48" RCP E Rim=1032.20 24" RCP NE F.E.S.=1026.12 F.L.=1020.86 12" RCP W F.L.=120.88 15" RCP NE Double Intake=1025.26 Rim=125.98 12" RCP 15" RCP 24" RCP 48" RCP 48" RCP1024 10241025102510251025102510251025102610261026 1026102610261026102610261027102710271027102710271027102710271027102710271027102810281028102810281028102810281028102810281028 102810281028102910291029102910291029102910291029102910291029 1029102910291029103010301030103010301030103010301030103010301030103010301030103010301030103010301030 1031103110311031103110311031103110311031103110311031103110311031 1 0 3 11032 10321032103210321032103210321033103310341035 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP06_1160614_ERO.dgn3/7/20172:29:27 PMProject Overview1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLSG 5,280 SF11 UNITSPROPOSED BUILDING K5,000 SF26 UNITSPROPOSED BUILDING L3,750 SF27 UNITSPROPOSED BUILDING M5,000 SF27 UNITSPROPOSED BUILDING N5,000 SF27 UNITSPROPOSED BUILDING P5,625 SF29 UNITSPROPOSED BUILDING Q5,866 SF33 UNITSBUILDING APROPOSED5,216 SF33 UNITSBUILDING BPROPOSED3,264 SF26 UNITSBUILDING CPROPOSED5,175 SF31 UNITSPROPOSED BUILDING D4,600 SF29 UNITSPROPOSED BUILDING E4,600 SF25 UNITSPROPOSED BUILDING F3,450 SF25 UNITSPROPOSED BUILDING G4,600 SF17 UNITSPROPOSED BUILDING H5,760 SF12 UNITSPROPOSED BUILDING J0 SCALE (FEET) 30 30'6 6EROSION CONTROL PLAN GENERAL NOTES Silt Fence (Typ) SILT FENCE(TYP) 100 YEAR ELEV.=1029.10 NORMAL POOL ELEV.=1026.00 DETENTION BASIN STORMWATER MANAGEMENT QUANTITIES OVERFLOW ROUTES FACILITY LOCATIONS STORM WATER MANAGEMENT Silt Fence (Typ)EROSION CONTROL PLANSILT FENCE(TYP) ACTIVITIES AT THE END OF EACH DAY AND PRIOR TO A RAIN EVENT. STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION F. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO SECTION. STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF NOTED. GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED COMPANIES DURING CONSTRUCTION. CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. LOCATION INDICATED. DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY A. UTILITY WARNING: Overflow=1029.15 DISCONTINUATION". SITE WASTE PRIOR TO FILING OF THE "NOTICE OF k. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND MUST BE CONTAINED ONSITE. CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER STAGING AREAS WITH DIVERSION BERMS AND/OR SILT AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE OTHERWISE, STAGING AREAS SHOULD CONTAIN THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED j. COORDINATE LOCATIONS OF STAGING AREAS WITH THE MORE THAN 21 CALENDAR DAYS. ACTIVITY HAS FINISHED OR IS PLANNED TO BE DELAYED LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION GRADING OPERATIONS. INITIATE STABILIZATION MEASURES NO SOON AS PRACTICAL UPON COMPLETION OR DELAY OF TEMPORARY SEED MIX, PERMANENT SEED MIX, OR SOD AS i. STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, 2010. LOCATED TO CONFORM TO SUDAS SPECIFICATIONS SECTION WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT h. RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING INSTALLED. CONTROL MEASURES AS SOON AS STORM SEWERS ARE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS OR g. INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT REMEDIAL ACTIONS FOR FUTURE PREVENTION. ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE f. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 3 DAYS. OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) e. INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY THEIR ORIGINAL CAPACITY. CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, d. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME. CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA c. PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR GRADING OPERATIONS. DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION b. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL INFILTRATION, AND MINIMIZE SOIL COMPACTION. SEDIMENT REMOVAL AND MAXIMIZE STORM WATER DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND a. UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM OR NOT APPLICABLE: BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, 4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PROJECT SITE. TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE 3. THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED SHOWN ON THE PLAN MAY BE REQUIRED. IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE 2. THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST PREVENTION PLAN MADE DURING CONSTRUCTION. REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL SEPARATE DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A C. POLLUTION PREVENTION PLAN: DISCONTINUATION. ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, UPON FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL 3. A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR OF THE CLEAN WATER ACT AND THE CODE OF IOWA. COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION AGENCIES WITHIN 3 HOURS OF BEING REQUESTED. FAILURE TO DOCUMENTS MUST BE PRESENTED TO ANY JURISDICTIONAL BE KEPT ON SITE OR OFFSITE. IF KEPT OFFSITE, THESE CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, 2. ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE COVERAGE FROM THE IDNR. (SWPPP) AND POSSIBLY OBTAINING THE GENERAL PERMIT MAINTAINING THE STORM WATER POLLUTION PREVENTION PLAN THE NPDES GENERAL PERMIT NO. 2 INCLUDING CREATING OR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE PERMIT NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH 1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL B. STORM WATER DISCHARGE PERMIT DUE TO THE CONTRACTOR. SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF 2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND OR AS A RESULT OF PERFORMANCE. ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL EROSION 1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR A. POLLUTION PREVENTION AND EROSION PROTECTION Basket (Typ) Sediment Basket (Typ) Sediment (6.0 AC) Disturbance Limits of (6.0 AC) Disturbance Limits of Grading Easement 15' Temporary Construction and 0.63 ACPOND SEEDING 6.0 ACTYPE 4 SEEDING, FURTILIZING, MULCHING 0.69 ACTYPE 1 SEEDING 6.0 ACDISTURBED AREA 4,800 SFRECP TYPE 4 0.34 ACSOD 6 EAPRIVATE SEDIMENT BASKETS 2,500 LFPRIVATE SILT FENCE 115' Private Detention EasementPOLLUTION PREVENTION NOTES RECP, TYPE 4 4800 SF OF ENGINEERING FABRIC RIPRAP W/ 90 SF 70 TONS OF CLASS "D" Limits 100 Year Limits Normal Pool FABRIC RIPRAP W/ 45 SY ENGINEERING 30 TONS OF CLASS "D"SE BRICK DRIVESE STONE RIDGE DRIVE DRAINAGE SWALE IN WALNUT CREEK WATERSHED DISCHARGE LOCATION TO EXISTING (FIELD VERIFY WITH ENGINEER) APPROX. CONCRETE WASHOUT LOCATION ENTRANCE CONSTRUCTION STABILIZED WITH PROPERTY OWNER) (COORDINATE SIZE AND FINAL LOCATION APPROX. TOPSOIL STOCKPILE LOCATION PROPERTY OWNER) (COORDINATE WITH STAGING AREA 10191020 102010201021 102110211022 1022102210231023102310241024 10241024102510 2 5102510251025 1 0 2 5 1026 102610261026 1026102610261027 102710271 0 2 7 1027102710271028 102810281028 1028102810281029 102910291029 1029102910291030 1030 1030103010301031 1031 1031 1031103110311031103110311031 1031 10311031103110311031 1032 1032 1032 1032 1032 1032 1032103210321032103210321032 10321032103210321033 1033 1033 1033 1033 1033 1033 1033103310331033 10331033 1033 10331033 1034 10341034 10341034 1035 1035 1035 1036 10361036 1036 (Bk 2007, Pg 15329) 10.0' P.U.E.25' Building SetbackSE BRICK DRIVE(Bk 2007, Pg 15329)50' Private Overland Flowage Easement15' Private Landscape Easement (Bk 2007, Pg 15329)Easement Water Main 15' Public Easement 30' Sanitary Sewer C EB CP1 CP2 CP4 Inv=1009.49 8" PVC E Inv=1009.44 8" PVC W Rim=1026.49 F.L.=1021.29 12" RCP E Double Intake=1025.39 F.L.=1021.90 24" RCP SW F.L.=1018.60 48" RCP S F.L.=1018.55 48" RCP E Rim=1032.20 24" RCP NE F.E.S.=1026.12 F.L.=1020.86 12" RCP W F.L.=120.88 15" RCP NE Double Intake=1025.26 Rim=125.98 12" RCP 15" RCP 24" RCP 48" RCP 48" RCP BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP07_1160614_LND.dgn3/7/20172:29:30 PMProject Overview1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLS50'65'80'65'90'20' 40'144'40'132'20'565' 6"W 6"W 6"W30"ST 30"ST 24"ST 24"ST 18"ST 30"ST24"ST115'115'115'115'115'125'125'125'125'125'40'30'40'40'45' 45'40'30'40' G 40'5,280 SF11 UNITSPROPOSED BUILDING K5,000 SF26 UNITSPROPOSED BUILDING L3,750 SF27 UNITSPROPOSED BUILDING M5,000 SF27 UNITSPROPOSED BUILDING N5,000 SF27 UNITSPROPOSED BUILDING P5,625 SF29 UNITSPROPOSED BUILDING Q5,866 SF33 UNITSBUILDING APROPOSED5,216 SF33 UNITSBUILDING BPROPOSED3,264 SF26 UNITSBUILDING CPROPOSED5,175 SF31 UNITSPROPOSED BUILDING D4,600 SF29 UNITSPROPOSED BUILDING E4,600 SF25 UNITSPROPOSED BUILDING F3,450 SF25 UNITSPROPOSED BUILDING G4,600 SF17 UNITSPROPOSED BUILDING H5,760 SF12 UNITSPROPOSED BUILDING J18"ST18"STPLANTING PLAN0 SCALE (FEET) 30 30'7 7PLANTING PLAN GENERAL NOTES KEY COMMON NAME SIZE COMMENTSQTY CNT12MR BOTANICAL NAME 8GT 13AF CNT SHRUBS11BS PLANT SCHEDULE Gledtisia triacanthos var. inermis 'Skyline' BLACKHILLS SPRUCE 6' Ht. 6' Ht. B&B Malus 'Royal Raindrops' Picea glaven densata PO 15 CNT. (5' O.C.)18" Ht. SKYLINE HONEYLOCUST ROYAL RAINDROPS CRABAPPLETREES LANDSCAPE REQUIREMENTS 3-AG 4-AF 4-CO 3-BN 4-CO 3-AG 6-TO 4-MR 6-TO 4-MR 6-TO 4-MR 6-TO 4-AG 5-AF 4-CA 4-CA 4-PO 2-AF 6-GT 2-AF ONE YEAR FROM DATE OF INSTALLATION. D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF 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 SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. LOCATION INDICATED. DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY A. UTILITY WARNING: SLOPE PLANTING PIT DETAIL SCARIFY SIDES OF PIT EXISTING SLOPE FINISH GRADE PLACE ROOT BALL ON UNDISTURBED SOIL 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 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 SCARIFY SIDES OF PIT TYPICAL PLANTING PIT DETAIL FINISH GRADE 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 MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING 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, PLACE ROOT BALL ON UNDISTURBED SOIL NO SCALE PLANTING PIT DETAILS NO SCALE Physocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK CNT. (5' O.C.)18" Ht.32CA Calamagrostis x acitoflora 'Karl Foerster'FOERSTER'S FEATHER REED GRASS 8' HT. 8' HT.CNT TO 30 6' Ht.B&BThuja occidentalis 'Techny' TECHNY ARBORVITAE 6'' (Trees larger than 2 1/2 inch diameter) STAKING PLAN 1 1 MATERIAL FLAGGING DETAILS SEE PLANTING PIT STEEL POSTS (Trees 2 1/2 inch diameter or smaller) STAKING PLAN TO SOUTHWEST PLACE ON STAKE TO SOUTHWEST PLACE ON STAKE (4'-0" MIN.) TREE HEIGHT 1/2 TO 2/3 6" (2'-0" MIN.) TREE HEIGHT 1/4 TO 1/3 branch. Wrap trunk from ground line to first STRAP GROMMETED NYLON DECIDUOUS TREE STAKING DETAIL 8-PO 4-CA 4-CA 4-CA 4-CA 4-CA 4-CA 1-AF 548.76' 4-BN 2-TO 1-AG 1-BS 2-BS 2-BS 4-BS 2-BS BN 11 8' Ht.CNTBetula nigra RIVER BIRCH 1-BN CO 8 8' Ht.CNTCeltis occidentalis HACKBERRY 2-BN 1-BN 4-TO CP 7 Cornus alternifolia 6' Ht.CNTPAGODA DOGWOOD AG 16 6' Ht.CNTAmelanchier × grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 1-CP 3-AG 5-CP 2-AG 1-CP SIENNA GLEN MAPLEAcer x freemanii 'Sienna' 2-GT 2-AF 2-AF 3-PO PLANTING PLAN CONSTRUCTION NOTES STATE OF IOWA PROFESSIO N ALLANDSCAPE AR CHITECTDate License Number Pages or sheets covered by this seal: 540 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: 540 BALVANZ BRET J. Bret J. Balvanz, PLA IN ALL BED AREAS ADJACENT TO LAWN OR MEADOW. 10. BEDS SHALL BE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4 INCHES OF 4 INCHES IN ALL BEDS UNLESS OTHERWISE NOTED. 9. CONTRACTOR TO INSTALL 2 INCH RIVER GRAVEL ROCK MULCH TO A DEPTH TO RECEIVE ROCK MULCH. 8. CONTRACTOR TO PROVIDE BLACK LANDSCAPE FABRIC IN ALL PLANT BEDS EQUAL. GROVE, IL 60089 800-366-1180 WWW.PROFILEPRODUCTS.COM OR APPROVED BY: PROFILE PRODUCTS LLC. 750 LAKE COOK ROAD -SUITE 400 BUFFALO FLEXTERRA FGM APPLIED AT A RATE OF 3000 LBS/ACRE MANUFACTURED 6:1 OR GREATER. ACCEPTABLE PRODUCTS AND MANUFACTURERS: FOLLOWING SEED APPLICATION ON ALL AREAS SEEDED WITH A SLOPE OF 7. PROVIDE MECHANICALLY BONDED FIBER MATRIX (MBFM)IMMEDIATELY EDGE SEED MIX IS APPLIED. 6. PROVIDE TURF REINFORCEMENT MATS (TRM) TYPE 2 IN AREAS NATIVE POND MANUFACTURER. SEEDING RATE - 32 LBS PLS PER ACRE APPLICATION RATES SHALL BE MODIFIED AS RECOMMENDED BY THE SEED ALTERNATIVE SEED DATES ARE REQUESTED AND APPROVED BY OWNER, JUNE 30. ALTERNATIVE SEED DATES REQUIRE APPROVAL BY OWNER. IF 800-365-6674 OR APPROVED EQUAL. ALLOWABLE SEED DATES APRIL 1 - WWW.UNITEDSEED.COM, 1800 DIXON AVENUE, DES MOINES, IA, 50316, 5. PROVIDE LOW GROW GRASS & WILDFLOWER MIX BY UNITED SEED. SEED MANUFACTURER. SEEDING RATE - 15 LBS. OF PLS PER 1 ACRE. OWNER, APPLICATION RATES SHALL BE MODIFIED AS RECOMMENDED BY THE OWNER. IF ALTERNATIVE SEED DATES ARE REQUESTED AND APPROVED BY APRIL 1 - JUNE 30. ALTERNATIVE SEED DATES REQUIRE APPROVAL BY 52146-7533, 800-291-2143, OR APPROVED EQUAL. ALLOWABLE SEED DATES 1878 OLD MISSION DRIVE, HARPERS FERRY, IOWA WWW.IONXCHANGE.COM AS PROVIDED BY ION EXCHANGE. 4. PROVIDE NATIVE POND EDGE SEED MIX: MARSH EMERGENT SITE SEED MIX SECTION 9010. 3. SOD AREAS AS INDICATED ON PLANS AS PER SUDAS SPECIFICATION OTHERWISE NOTED. INSTALL AND MAINTAIN PER OWNER'S REQUIREMENTS. LAWN MIXTURE AS PER SUDAS SPECIFICATIONS SECTION 9010 UNLESS 2. SEED ALL AREAS DISTURBED BY CONSTRUCTION WITH TYPE 1 PERMANENT TREES WITH A 5' DIAMETER MINIMUM MULCH RING. 1. PROVIDE 3" MIN. DEPTH SHREDDED HARDWOOD MULCH ON ALL INDIVIDUAL NO BUFFER REQUIRED WEST (M-1 ZONING) OPEN SPACE TREE REQUIREMENT). IN ADDITION TO. (14 TREES PROVIDED AND COUNTED TOWARDS IS INCLUDED IN THE OPEN SPACE TREE REQUIREMENT AND NOT THE FRONTAGE CALCULATION IS EXCLUSIVE OF DRIVEWAYS AND (582.22 LF/40 LF = 14.55 TREES REQUIRED) 1 OVERSTORY TREE PER 40 LINEAR FEET OF FRONTAGE. EAST (PUBLIC R.O.W.) NOT BEEN INCLUDED IN THE BUFFER CALCULATION) AND 15 FOOT PRIVATE LANDSCAPE EASEMENT HAVE (THE 50 FOOT PRIVATE OVERLAND FLOWAGE EASEMENT --10.97 x 2 = 21.94 ORNAMENTAL TREES REQ'D. (23 PROVIDED) --10.97 x 3 = 32.91 EVERGREEN TREES REQ'D. (30 PROVIDED) --10.97 x 2 = 21.94 OVERSTORY TREES REQ'D. (21 PROVIDED) 548.76 LF/50 LF = 10.97 PU (PER 50 LINEAR FEET OF BUFFER) 2 OVERSTORY, 3 EVERGREEN, 2 ORNAMENTAL 30' BUFFERYARD REQUIRED (613.17 LF): SOUTH (R4 ZONING) NO BUFFER REQUIRED NORTH (C-1 ZONING) BUFFER AND SCREENING REQUIREMENTS: --(46,918.4 SF/1,000 SF = 46.91 SHRUS (47 PROVIDED) 1 SHRUB PER 1,000 SQUARE FOOT OF REQUIRED OPEN SPACE 25% UNDERSTORY TREES (12 PROVIDED). 25% EVERGREEN TREES (11 PROVIDED). 50% OVERSTORY SHADE TREES (24 PROVIDED). --(46,918.40 SF/1,000 SF = 46.91 TREES (47 TREES REQUIRED) 1 TREE PER 1,000 SQUARE FOOT OF REQUIRED OPEN SPACE SIDEWALKS) --(CALCULATION OF PROVIDED OPEN SPACE DOES NOT INCLUDE OPEN SPACE PROVIDED: 85,139.9 SQUARE FOOT (36.35%) --(234,353.38 SQUARE FOOT x 20% = 46,918.40 SQUARE FOOT) OPEN SPACE REQUIRED: 46,918.40 SQUARE FOOT TOTAL LOT AREA: 234,353.38 SQUARE FOOT (5.38 ACRES) C-1 ZONING: 20% OPEN SPACE REQUIRED OPEN SPACE REQUIREMENT:115' Private Detention Easement7 1 7 2 N.W.L. = 1026.00 SE STONE RIDGE DRIVE 2 2 4 2 2 22 2 8 9 3 8 9 10 3 8 9 10 8 9 10 3 8 9 10 8 9 10 3 7 5 4 6 4 5 7 5 7 7 5 7 2 10 5 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= tschlickmanpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.0614\Cadd\SP08_1160614_DTL.dgn3/7/20172:29:35 PMSnyder1:1pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of Project No:SNYDER & ASSOCIATES, INC.515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Project No:8EJNMAATLS 8116.0614116.0614WAUKEE, IOWA01/24/2017LOCKBOX MINI STORAGE - WAUKEE1AS PER CITY COMMENTS02/07/17TLS2AS PER CITY COMMENTS02/21/17TLSAS PER CITY COMMENTS303/07/17TLSNO SCALE VARIES1"R 4.5" 7.5" 2"R 6"PCC STANDARD CURB NOT TO SCALE PCC SIDEWALK W/ INTEGRAL CURB 6" NO SCALE 5' 2"R 3" DROP CURB 10.5" 1"R 7"12"18" VARIES SIDEWALK PCC SIDEWALK SECTION TYPICAL PAVEMENT CROSS SECTIONS PCC PAVEMENT SECTION NO SCALE FOR THICKNESS & LOCATIONS PCC PAVEMENT, SEE PLANS FOR THICKNESS & LOCATIONS SIDEWALK PAVEMENT, SEE PLANS 6" DEPTH PREPARED SUBGRADE 2 - 6" LIFTS 12" DEPTH PREPARED SUBGRADE NO SCALE 3" DRIVE OVER CURB BUILDING SLAB 80' Min. 4 4 1 1 2%2% 4 1 1 4 1 8" TOPSOIL SOIL REWORKED AND RECOMPACTED 12" MINIMUM DEPTH COHESIVE (CLAY) POND LINER HIGH WATER=1029.15 1019.00 NORMAL POOL=1026.00 'T' Steel Fence Post 4'-0" min. TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) 1 1 See plans for spacing. Ground line Fabric Flow ATTACHMENT TO POST Fabric Post Cable Ties Wire or TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) 200'-0" max. length per section (600'-0" if slope is flatter than 5%) ground contour. Install parallel to individual section of silt fence. Install "J-hook" at each end of an Ground Contours DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES 1 2 24" 36" 8'-0" Spacing Ground Line Fabric 1 2 Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). Reduce post spacing to 5'-0" at water concentration areas, or as required to adequately support fence. 2" min. 20" min. TYPICAL SILT FENCE DITCH CHECKForeslope Backslope 1 Post Spacing (5'-0" max.) Post Spacing (5'-0" max.) Variable (20'-0" for a normal 10'-0" wide ditch.) EROSION CONTROL MEASURES D DVARIES SAME DIMENSION AS END SECTION FLARED END SECTION A A FLARED END SECTION DELEVATION SECTION A-A #4 BARS @ 18" ON CENTER UNDISTURBED SOIL VARIABLE CONCRETE FOOTING 6" 1'- 0"MIN. SECTION PIPE JOINT. WATERSTOP AT FLARED END INSTALL 3' WIDE CLAY 2. OF FLARED END;MINIMUM D=42" FLOW LINE 300 FT DOWNSTREAM AND DRAINAGE WAY CHANNEL BETWEEN FLARED END INVERT D=DIFFERENCE IN ELEVATION 1. NOTES: MAX. FORMED VERTICAL FACE 6"3' MIN. 6"6" FOR PAVEMENT CONCRETE AS SPECIFIED EXCEPT SUBGRADE DEPTH 6" SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS REBAR @ 12" O.C. #4 EPOXY COATED 8"VALVE BOX ANCHORING TEE OR STANDARD UNDISTURBED EARTH TEE AND ANCHORING COUPLING2'-0"DEPTH VARIES1'-0" X 1'-0" X 4" CONCRETE PAD BACKFILL WITH 3/4" WASHED GRAVEL MAIN TRENCH WALL VARIES WATER MAIN THRUST BLOCKANCHORING PIPE GATE VALVE HYDRANT NOTES MINIMUM SIZE FOR PIPING. VALVES AND FITTINGS FROM WATER MAIN TO HYDRANT INLET: 6". 1.MIN. 5'-6"18" MIN. OR TRACER WIRE. NOT COVER DRAIN HOLES UNDISTURBED EARTH. DO THRUST BLOCK AGAINST POURED CONCRETE PROVIDE TRACER WIRE AND TRACER WIRE STATION.2. WRAP HYDRANT, PIPE AND FITTINGS WITH POLYETHYLENE ENCASEMENT. 3. 0" TO 6" TRACER WIRE STATION STORZ COUPLING AND CAP CITY OF WAUKEE FLARED END SECTION FOOTING DETAIL STD.DWG.NO.30 NO SCALE8 1 NO SCALE8 2 CITY OF WAUKEE CONCRETE FLUME DETAIL STD.DWG.NO.31 NO SCALE8 3 CITY OF WAUKEE HYDRANT STD.DWG.NO.34 REV.1 8 4 8 5 8 6 8 7 8 8 NO SCALE8 9 SILT FENCE NO SCALE8 11 NO SCALE8 12 BUILDING SLAB/DRIVEWAY RELATIONSHIP EMERGENCY SPILLWAY SECTION NO SCALE8 10 DETENTION POND EDGE DETAIL 8 8N/ACONCRETE DRIVEWAY, TYPE A 6 7 4 2 3 height: 0" to 2" Drop curb Curb opening Driveway width Driveway width Curb opening 3'-0" min. 18"12" Pr o pert y line Pr o perty line TYPE A WITH FLARES DETAIL A DETAIL B TYPE A WITH RADII TYPICAL SECTION as specified as specified 5'-0" max 1'-0" 1 2 3 4 5 6 7 8 9 10 Driveway radius (R). Residential: 10 foot minimum,15 foot maximum. Commercial and industrial: As specified in the contract documents. Transition the curb height to 0 inches at end of taper/radius or at the front edge of sidewalk. Do not extend raised curb across sidewalk. Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum. Sidewalk thickness through driveway to match thickness of driveway. Center reinforcing bar vertically in the pavement. Match thickness of adjacent roadway, 8 inches minimum. Provide 'E' joint at back of curb unless 'B' joint is specified. For alleys, invert the pavement crown 2% toward center of alley. Target cross slope of 1.5% with a maximum cross slope of 2.0%. If specified in the contract documents, construct the sidewalk through the driveway 5 feet wide to serve as a passing space. If cross slope of adjacent sidewalk panel exceeds 2.0%, remove and replace to transition from existing sidewalk to sidewalk through driveway. If elevation change requires a curb ramp, comply with Figure 7030.205; verify need for detectable warning panel with Engineer. 9 Detail B Refer to curb Back of 2 8 2 8 Detail A Refer to Back of curb Curb Driveway Sidewalk joint 'C' or 'E' 'E' joint 'B' joint 'C' joint 'E' joint joint 'C' or 'E' 'B' joint 'C' joint 9 2 Back of curb 7 2 7Back of curb 1 R bar reinforcing #5 x 36" 10 10 10 10 5 1'-0" min. 1'-0" min. 1'-0" ELEV.=1029.10 SPILLWAY ELEV.=1030.00 TOP OF BERM DETAILS1.5"1.5" CLAY. SEALING THE POND BED, PROVIDE MINIMUM 12" DEPTH 3. WHERE EXISTING MATERIALS ARE UNSUITABLE FOR 6", RESPREAD AND COMPACT THE TOP 6". THE TOP 6", SCARIFY AND COMPACT THE BOTTOM 2. WHERE EXISTING CLAY MATERIAL EXISTS, REMOVE 1.0' ABOVE PROPOSED HIGH WATER AS DETAILED. 1. MINIMUM 12" CLAY LINER IS REQUIRED IN POND FROM POND NOTES: TOWER116' - 0"PREFINISHED "TAUPE" PERIMETER SHEET METAL FASCIA AT CMU WALLS, TYP.LIGHT SCONCE, TYP.PREFINISHED GREEN STANDING SEAM ROOF AND GUTTER AT TOWER.29' - 4"5' - 1"MEDIUM BRONZE ALUMINUM FRAMING WITH 1" LOW-E CLEAR INSULATING GLASS, TYP.1'-4" DEEP EAVES AT TOWER.2' - 0"6' - 8"1' - 4"3' - 4"1' - 4"2' - 0"8' - 0"2' - 0"1' - 4"10' - 0"1' - 4"12' - 4 1/32"16' - 8"8"6' - 0"8"5' - 4"121' - 4"8' - 0"6' - 8"7A3-15A3-12' - 8"MASONRY HEIGHTS4' - 8"8"2' - 0"4"8"4"4"RELOCATE MAIL SLOT BELOW WINDOW AND CREATE COLLECTION BIN IN THE STUD SPACE?1ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT PIERS, TYP.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 12" TALL x 24" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT TOWER CORNERS, TYP.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.PREFINISHED TAUPE DOWNSPOU AT TOWER.FIRST FLOOR100' - 0"TOWER116' - 0"A2-11PREFINISHED "TAUPE" PERIMETER SHEET METAL FASCIA, TYP.LIGHT SCONCE, TYP.PREFINISHED GREEN STANDING SEAM ROOF, FASCIA, EAVE AND GUTTERS AT TOWER.MEDIUM BRONZE ALUMINUM FRAMING WITH 1" LOW-E CLEAR INSULATING GLASS, TYP.1'-4" DEEP EAVES AT TOWER.BLACK PRESS POINT FENCING AT LOT PERIMETER AND BETWEEN BUILDINGS, TYP.1' - 4"23' - 4"1' - 4"24' - 0"1' - 4"8"10' - 0"4' - 0"4' - 8"3' - 8"12' - 2 1/2"3' - 8"12' - 2 1/2"8"8"18' - 8"1' - 4"18' - 8"1' - 4"18' - 8"1' - 4"18' - 8"1' - 4"PREFINISHED "TAUPE" FLASHING AT T.O. CMU WAINSCOT, , TYP.1' - 4"18' - 8"1' - 4"18' - 8"1' - 4"18' - 8"1' - 4"15' - 4"2' - 0"10' - 8"2' - 0"12' - 0"12' - 0"4' - 0"4' - 8"4' - 0"4' - 8"ABPREFINISHED "TAUPE" PERIMETER SHEET METAL FASCIA, TYP.LIGHT SCONCE, TYP.ANCHOR ROCKFACE CMU, 12" TALL x 24" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT TOWER CORNERS, TYP.ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT PIERS, TYP.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.FIRST FLOOR100' - 0"TOWER116' - 0"8A3-12' - 8"5' - 4"2' - 8"2' - 0"PTAC, SEE MECH.ABPREFINISHED GREEN STANDING SEAM ROOF, FASCIA, EAVE AND GUTTERS AT TOWER.MEDIUM BRONZE ALUMINUM FRAMING WITH 1" LOW-E CLEAR INSULATING GLASS, TYP.1'-4" DEEP EAVES AT TOWER.ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE COLOR.ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT PIERS, TYP.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.ANCHOR ROCKFACE CMU, 12" TALL x 24" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT TOWER CORNERS, TYP.TOWER116' - 0"PREFINISHED GREEN STANDING SEAM ROOF, FASCIA, EAVE, AND GUTTERS AT TOWER.1'-4" DEEP EAVES AT TOWER.PREFINISHED TAN METAL WALL PANEL, AVID BUILDING SYSTEMS "LIGHT STONE" AT ALL INTERIOR ELEVATIONS ON SITE."LIGHT STONE" SWING DOORS, TYP.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.GREEN OVERHEAD DOORS, TYP.ABANCHOR ROCKFACE CMU, 12" TALL x 24" LONG "WARM TONE" COLOR, SET 1" PROUD OF WALL AT TOWER CORNERS, TYP.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.FIRST FLOOR100' - 0"3' - 8"9' - 6"FIRST FLOOR100' - 0"3' - 8"12' - 2 1/2"9' - 6"FIRST FLOOR100' - 0"12' - 2 1/2"3' - 8""GREEN" ROLL-UP DOORS, TYP."LIGHT STONE" METAL WALL COLOR, TYP.PREFINISHED "TAUPE" METAL FASCIA, GUTTERS AND DOWNSPOUTS, TYP. LIGHT SCONCE, TYP."LIGHT STONE" SWING DOORS, TYP.3' - 8"9' - 6"12' - 2 1/2"Project No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale3/7/2017 12:39:02 PMA2-1EXTERIOR ELEVATIONS16-027-01M.I.I. - WAUKEE. LLCLockBox Storage - Waukee, IowaFebruary 21, 2017130 SE Brick Drive, Waukee, Iowa 1/4" = 1'-0"2BUILDING A - NORTH ELEVATION 1/8" = 1'-0"8BLDGS A, B AND C - EAST ELEVATION 1/4" = 1'-0"1BLDGS - EAST ELEVATION 1/8" = 1'-0"5BLDGS A, B AND C - WEST ELEVATION 1/8" = 1'-0"3BUILDING A - SOUTH ELEVATION 1/8" = 1'-0"4BUILDING B - NORTH ELEVATION 1/8" = 1'-0"6BUILDING B - SOUTH ELEVATION 1/8" = 1'-0"7BUILDING C - NORTH ELEVATIONDRAFT -3/7/2017 -FOR REVIEW AND APPROVAL ONLY 9' - 6"3' - 8"9' - 6"3' - 8"12' - 2 1/2"3' - 8"ANCHOR ROCKFACE CMU, 12" TALL x 16" LONG "WARM TONE" COLOR.12' - 11 7/16"3' - 8"9' - 5 31/32"3' - 8 1/32"9' - 6"3' - 8"9' - 6"3' - 8"PREFINISHED "LIGHT STONE" METAL WALL PANEL, TYP. AT WEST EXTERIOR ELEVATION.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.BLACK PRESS POINT FENCING AT LOT PERIMETER AND BETWEEN BUILDINGS, TYP.3' - 8"3' - 9 1/2"3' - 8"120' - 0"1' - 0"PREFINISHED "LIGHT STONE" METAL WALL PANEL, TYP. AT ALL INTERIOR ELEVATIONS ON SITE.GREEN OVERHEAD DOORS, TYP.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.4' TALL STEEL PIPE BOLLARDS AT CORNERS, TYP.SPLIT-FACE CMU BASE, PIERS AND HEADER BANDS PAINTED BROWN, TYP.SMOOTH-FACE CMU WALL PAINTED "LIGHT STONE", TYP.PREFINISHED "TAUPE" PERIMETER SHEET METAL FASCIA AT CMU WALLS, TYP.TRASH ENCLOSURE.13' - 0"3' - 8"13' - 0"3' - 8"120' - 0"1' - 0"120' - 0"1' - 0"3' - 8"9' - 6"3' - 8"9' - 6"3' - 8"9' - 6"3' - 8"9' - 6"3' - 8"9' - 6"PREFINISHED "LIGHT STONE" METAL WALL PANEL, TYP. AT ALL INTERIOR ELEVATIONS ON SITE.GREEN OVERHEAD DOORS, TYP.PREFINISHED "TAUPE" FASCIA, GUTTERS AND DOWNSPOUTS, TYP.4' TALL STEEL PIPE BOLLARDS AT CORNERS, TYP.60' - 0"1' - 0"60' - 0"1' - 0"3' - 8"60' - 0"1' - 0"3' - 8"60' - 0"1' - 0"3' - 8"14' - 0"BOLLARDS TO PROTECT BUILDING AT TRASH ENCLOSURE.Project No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale3/7/2017 12:39:12 PMA2-2EXTERIOR ELEVATIONS16-027-01M.I.I. - WAUKEE. LLCLockBox Storage - Waukee, IowaFebruary 21, 2017130 SE Brick Drive, Waukee, Iowa 1/8" = 1'-0"1BLDGS C, D AND E - SOUTH ELEVATION 1/8" = 1'-0"3BLDGS F, G, H AND J - SOUTHELEVATION 1/8" = 1'-0"4BLDGS J AND K - WEST ELEVATION 1/8" = 1'-0"5BLDGS J AND K - EAST ELEVATION 1/8" = 1'-0"6BLDGS L, M, N, P AND Q - NORTHELEVATION 1/8" = 1'-0"7BLDGS H AND L - WEST ELEVATION(BUILDINGS D, E, F, G, M,N, P, Q AND R SIMILAR)(BUILDINGS E, F, G, H, L, M, N, AND P SIMILAR) 1/8" = 1'-0"8BLDGS D AND Q - EAST ELEVATION 1/8" = 1'-0"2BUILDING K - NORTH ELEVATION 4A3-1A3-12A3-13CMU DUMPSTER ENCLOSURE. VERIFY OWNER'S DUMPSTER SIZE PRIOR TO CONSTRUCTION.BOLLARDS TO PROTECT ADJACENT WALLS.4A3-14" TALL PREFINISHED SHEET METAL COPING, TYP.3' - 8"2' - 0"4' - 8"8"1' - 4"9' - 3 5/8"1' - 4"ANCHOR ROCKFACE CMU, 16" TALL x 16" LONG "WARM TONE" COLOR, TYP.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE COLOR, TYP.ANCHOR ROCKFACE CMU, 8" TALL x 24" LONG "WARM TONE" COLOR, TYP.ANCHOR ROCKFACE CMU, ALTERNATING COURSES OF 8"x24" AND 16"x16", "PARCHMENT" COLOR, TYP.3' - 8"2' - 0"4' - 8"8"10' - 0"1' - 4"7' - 4"1' - 4"4" TALL PREFINISHED SHEET METAL COPING ON WOOD BLOCKING, TYP.6" THICK CMU AT WALL FIELD AND 8" SPLIT FACE CMU AT CORNERS AND WALL ENDS, SEE PLAN.8" WIDE TRENCH FOOTING DOWN TO 24" BELOW GRADE WITH #5 REINF. BARS CONT. HORIZ. AT TOP AND BOTTOM.SPLIT FACE CMU WALL CAP#5 VERTICAL REINF. BARS AT 24" O.C., EXTEND MIN 24" UP INTO CMU WALL ABOVE.#5 VERTICAL REINF. BARS AT 24" O.C.8" SPLIT FACE CMU AT CORNER BEYOND.8"FIRST FLOOR100' - 0"TOWER116' - 0"8A3-1AB3/4" PLYWOOD ON 10" LIGHT GAUGE METAL FLOOR FRAMING.FIXED STEEL LADDER FOR TOWER ACCESS WITH 1/4x2 1/2" SIDE RAILS, 2"x7" WALL BRACKETS, AND 3/4" DIAMETER RUNGS.FIXED WINDOWS WITH 1" INSULATING GLASS, SEE ELEV. FOR SIZES METAL FRAMED WALLS WITH R-13 BATTS, 1 1/4" METAL FURRING AT INTERIOR SIDE, AND 5/8" GWB. EXTERIOR WALL PANELS AND BUILDING WRAP BY METAL BUILDING SUPPLIER. EXTERIOR CMU VENEER IS BY GENERAL CONTRACTOR.SEE STRUCTURAL FOR FOOTINGS AT TOWER.PERFORATED METAL SOFFIT PANEL.STEEL BEAMS TO CARRY MASONRY VENEER, SEE STRUCTURAL. LOCATE T.O. PLATE AT 11'-4" A.F.F.PROVIDE 1" THICK REMOVABLE INSULATED PANEL AT T.O. LADDER.19' - 6"FIRST FLOOR100' - 0"TOWER116' - 0"127A3-1THROUGH WALL FLASHING, GROUT FULL BELOW, TYP.# 4 REINF. AT 48" O.C. AT LOCATIONS WHERE PARAPET EXTENDS ABOVE ROOF.4" TALL PREFINISHED METAL COPINGS AND FASCIAS, TYP.SHEET METAL COUNTERFLASHING SET IN SEALANT.ROOF AND WALL STRUCTURE TO BE DESIGNED BY METAL BUILDING SUPPLIER.TREATED WOOD BLOCKING.4" SPLIT AND SMOOTH FACE CMU , TYP. AT FIELD OF WALLS, SEE ELEVATIONS, TYP.CHAMFER SLAB EDGE FOR DRAINAGE, TYP.6" COMPACTED FILL #3 STIRRUPS AT 36" O.C.(2) #4 REBAR CONT. AT TOP AND BOTTOM.SEE CIVIL FOR DRIVE AND WALKS, TYP. SEALANT, TYP. CONCRETE FLOOR SLAB W/ 6x6" WWM ON 10 MIL VAPOR BARRIER. TYP. 2" XPS FOUNDATION INSULATION, 24" DEEP, TYP.1' - 0"FROST FTG3'-8" MINR-13 BATTS WITH 1.5" CONT. XPS INSULATION (R-7.5) AT EXTERIOR FACE, TYP.R-5 THERMAL BLOCKS WITH ONE LAYER R-19 BATTS AND ONE LAYER R-11 BATTS, TYP.COMMERCIAL BUILDING WRAPTHROUGH WALL FLASHING, GROUT FULL BELOW, TYP.4" SMOOTH OR SPLIT FACE CMU, TYP. AT ALL NEW CMU VENEER WALLS. SEE ELEVATIONS FOR HEIGHT AND LOCATIONS, TYP.ROOF AND WALL STRUCTURE TO BE DESIGNED BY METAL BUILDING SUPPLIER.CHAMFER SLAB EDGE FOR DRAINAGE, TYP.6" COMPACTED FILL #3 STIRRUPS AT 36" O.C.(2) #4 REBAR CONT. AT TOP AND BOTTOM.SEALANT, TYP. CONCRETE FLOOR SLAB W/ 6x6" WWM ON 10 MIL VAPOR BARRIER. TYP. 2" XPS FOUNDATION INSULATION, 24" DEEP, TYP.6" SPLIT FACE CMU AT PIER BEYOND. PROVIDE SHEET METAL FLASHING CLOSURE AS REQ'D AT VERTICAL JOINTS TO METAL WALL PANELS, TYP.4" TALL PREFINISHED METAL COPINGS AND FASCIAS, TYP.SHEET METAL COUNTERFLASHING SET IN SEALANT.TREATED WOOD BLOCKING.1' - 0"R-13 BATTS WITH 1.5" CONT. XPS INSULATION AT EXTERIOR FACE, TYP.R-5 THERMAL BLOCKS WITH ONE LAYER R-19 BATTS AND ONE LAYER R-11 BATTS, TYP.COMMERCIAL BUILDING WRAPProject No.DatePaul J. KellyArchitecture440 North 61st StreetOmaha, Nebraska 68132(402) 320 -4131pjkarchitecture.comR E V I S I O N SDescriptionNo.DatePrint on 24" x 36" format for proper scale3/7/2017 12:39:16 PMA3-1SECTIONS AND DETAILS16-027-01M.I.I. - WAUKEE. LLCLockBox Storage - Waukee, IowaFebruary 21, 2017130 SE Brick Drive, Waukee, Iowa 1/4" = 1'-0"1DUMPSTER ENCLOSURE 1/4" = 1'-0"2DUMPSTER ENCLOSURE - NORTHELEVATION 1/4" = 1'-0"3DUMPSTER ENCLOSURE - WESTELEVATION 1/2" = 1'-0"4WALL SECTION AT DUMPSTERENCLOSURE 1/4" = 1'-0"7TOWER SECTION - VIEW WEST 1/4" = 1'-0"8TOWER SECTION - VIEW NORTH 1/2" = 1'-0"5MASONRY VENEER WALL SECTION 1/2" = 1'-0"6EAST WALL SECTION - BLDG A, B, & C FADE RESISTANCE DENT RESISTANCE RUST RESISTANCE WARRANTY Panel-Loc Plus™ and Panel-Loc™ feature UL2218 approval for impact resistance and may qualify for a home owner’s insurance discount. See your local insurance agent for qualifications. Thrifty also available in 26 gauge in certain colors. CENTRALGUARD® PROTECTION 40% More Resistance Than Thrifty 40% More Resistance Than Thrifty 135% More Coating than Thrifty 20 Year Rust-Through30 Year Chalk & Fade40 Year Paint Adhesion For a small amount more than Thrifty, upgrade to Prime. Prime 29 Gauge The industry leader Yes Basic Resistance Basic Resistance Basic Coating NO Rust-Through NO Chalk & Fade 20 Year Paint Adhesion Our least expensive option.Thrifty 29 Gauge No Ultra 26 Gauge Premium Option Yes 40% More Resistance than Thrifty 223% More Resistance than Thrifty 135% More Coating than Thrifty For a small amount more than Prime, upgrade to Ultra. 20 Year Rust-Through30 Year Chalk & Fade40 Year Paint Adhesion CentralGuard® is an advanced system engineered by Central States®, to protect our metal against fade, dent, and rust. It combines the durability of ceramic and select inorganic pigments with the strength of a proprietary silicone polyester resin to deliver a durable finish, no matter the weather. • Ceramic pigments are practically unaffected by acid rain and pollution. • They resist color fade even in the most hostile environments. • Silicone polyester resin resist dirt, staining and abrasion. • Excellent fade and chalk resistance. FADEFADEFADEFADE FADEFADEFADEFADE Brand New Roof Just installed. Perfect color match. Brand New Roof Just installed. Perfect color match. After 7 Years A slight discoloration is beginning to be noticeable. After 15 Years Significant fade, noticeable in shaded areas. Energy savings is decreased. After 22 Years Very noticeable color change. Roof looks faded and old. After 30 Years Overdue to replace. This time call Central States®. CentralGuard® Other PaintSystems After 7 Years No noticeable color change. Still looks new. After 15 Years Still no apparent color change. Curb appeal is still strong After 22 Years Minimal color change. Your home still looks great. After 30 Years Still barely noticeable. Roof will look great for years to come. CentralGuard® provides superior fade resistance. For more information visit www.AllMetalNotEqual.com Choose a panel quality that works best for your project and budget. CentralGuard® is a trademark of Central States® Manufacturing, Inc. Galvalume® is a registered trademark of BIEC International, Inc. Copyright © 2016, Central States Manufacturing, Inc., All Rights Reserved. Panel-Loc Plus™