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Home My WebLink About2020-05-18-I07 Lots 1 & 2, Shops at Kettlestone North Plat 8_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 18, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 1 & Lot 2 The Shops at Kettlestone North Plat 8 (2565 & 2575 SE Encompass Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: 2565 SE Encompass Investment Group, LLC, is requesting approval of a site plan to construct a 44,697 square feet office building and a 4,048 square feet office/retail building on property located south of SE Tallgrass Lane and west of Grand Prairie Parkway. The large office building is proposed to be two stories with a maximum overall height of 42-feet. The first floor of the building will have an event center, office space, and a fitness center. The second floor of the building will be office space. The small office/retail building is proposed to be single story with a coffee shop on the west side of the building and a vacant tenant space on the east side. The coffee shop component is the subject of the proposed amendment to the existing Planned Development for the Kettleview Office Development. A drive-thru is proposed for the coffee shop. The menu board is identified on the east side of the building with the pick-up window on the west side of the building. Appropriate screening will be in place to screen the drive-thru. The two proposed buildings combined require 250 parking spaces. The site plan identifies a total of 227 parking spaces being provided on the site. The Parking Ordinance does allow for a 25% reduction in required parking for uses that operate at different times of the day. The applicant has requested a reduction of less than 10% of the required 250 parking spaces because the event center will operate at different times of the day as the office space on the site. Staff is comfortable with the request and if parking becomes an issue in the future, there is an opportunity to accommodate overflow parking on the adjacent property to the east of the site. Elevations for the two proposed buildings have been submitted for review. The elevations for each building comply with the Kettlestone Design Guidelines and will utilize similar materials as buildings that have been previously completed in the same development. Materials will be primarily fiber cement siding, but with different textures including wood, brick, and stone. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: I7 COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the request at their meeting on May 12, 2020, and recommended approval: Approval of a Site Plan for Lots 1 & 2 of The Shops at Kettlestone North Plat 8 [2565 & 2575 SE Encompass Drive] Senior Planner, Andy Kass, introduced the request for approval of a site plan as submitted by the applicant, 2565 SE Encompass Investment Group, LLC. The subject property is located west of Grand Prairie Parkway and south of SE Tallgrass Lane, and contains approximately 3.23 acres. Mr. Kass advised that the site plan identifies the construction of a 44,697 square foot office building on Lot 1. The proposed building is two stories with an overall maximum height of 42 feet. This building would contain an event center on the first floor, office space on both levels, and a fitness center on the first floor. An internal trash and recycling room will be accessed via service doors. Mr. Kass advised that the site plan identifies the construction of a 4,048 square foot retail building on Lot 2. The proposed building is one story with the potential of two tenant spaces. Currently, one of those spaces is proposed to be a coffee shop with a drive-thru window, contingent upon the approval of an amendment to the planned development overlay. A trash enclosure is provided to the southwest of the proposed building. Access is provided off of SE Encompass Drive which is complete. An ingress/egress easement has been provided across lot 1 to allow access to lot 2. As it is a shared site, a total of 227 parking stalls have been provided in the shared parking lot. This is lower than the required amount of 250 stalls as City Ordinance allows for up to a 25% reduction of parking requirements when uses have differing hours of operation. This has been allowed as the office spaces and event center spaces are not proposed to be functioning during shared hours. Mr. Kass advised that sidewalks are currently in place, and additional amenity improvements around the pond to the north will be made to provide additional pedestrian paths. Utilities are currently available to the site, and the landscaping, open space, elevation, and lighting requirements have been met at this time. Staff would recommend approval subject to remaining staff comments and approval of the proposed Planned Development amendment.  Commissioner Koshy questioned what the capacity of the event center would be. Mr. Kass and Ryan Anderson, a representative for the applicant, advised it is in the range of 225 to 300 capacity.  Commissioner Streit questioned what type of events would be anticipated. Mr. Kass advised that there were not any set type of events, but usually this size constitutes fundraisers or weddings.  Commissioner Streit also questioned if the fitness center would be for office users only. Ryan Anderson advised it was currently proposed as open to the public.  Commissioner Ward questioned if there were any conflicts with proposed hours of the fitness center with events. Mr. Kass advised that it was unknown what the proposed hours of operation would be.  Commissioner Broderick questioned if the applicant had verified that the narrow parking islands would be adequate in size for the root systems of the proposed tree species. Ryan Anderson, the representative of the applicant, advised that he was unaware what all was taken into consideration for the species decisions relating to the parking lot trees, but would reach out to the architects to verify. Commissioner Streit moved to approve the site plan for Lots 1 & 2 of the Shops at Kettlestone subject to any remaining staff comments and approval of the amendment to the planned development by City Council. Commissioner Inman seconded the motion. Ayes: Ward, Broderick, Conley, Streit, Koshy, Inman, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2020- APPROVING THE SITE PLAN FOR LOT 1 & LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 (2565 & 2575 SE ENCOMPASS 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 Lot 1 and Lot 2 The Shops at Kettlestone North Plat 8, subject to remaining staff comments and approval of the proposed planned development on May 12, 2020; AND, WHEREAS, the Site Plan for Lot 1 and Lot 2 The Shops at Kettlestone North Plat 8 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lot 1 and Lot 2 The Shops at Kettlestone North Plat 8 is in general conformance with §161 – 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 18th day of May, 2020 that the Site Plan for Lot 1 and Lot 2 The Shops at Kettlestone North Plat 8 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lot 1 & 2, The Shops at Kettlestone North Plat 8 – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: May 8, 2020 MEETING DATE: May 20, 2020 GENERAL INFORMATION Applicant / Owner: 2565 SE Encompass Investment Group, LLC Engineer: Ryan Anderson, P.E., with ISG Request: The applicant is requesting approval of a site plan for an office building and a retail building. Location and Size: Property is located south of SE Tallgrass Lane and west of Grand Prairie Parkway, containing approximately 3.23 acres. Property Address: 2565 & 2575 SE Encompass Drive AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. May 8, 2020 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Office K-OF (Kettlestone Office) / PD-1 (Planned Development Overlay) North Vacant – Undeveloped Multi-Family Stacked Medium and Office A-1 (Agricultural District) South Vacant – Undeveloped Community Commercial K-RC (Kettlestone Retail Community District) East Lush Dental Office K-OF (Kettlestone Office District) West Vacant – Undeveloped Office K-OF (Kettlestone Office District) HISTORY The proposed project is located within Kettleview Development that was rezoned in 2018. The overall development is intended to be a professional office park. Previous phases of the development have included office buildings for a dental practice, an insurance office building, and a multi-tenant office building. PROJECT DESCRIPTION The site plan identifies the construction of a 44,697 square foot office building on Lot 1. The proposed building is two stories with an overall maximum height of 42-feet. The proposed use of the building on Lot 1 includes an event center, office space, and a fitness center on the first floor. The second floor of the building is intended to be utilized for office space. An internal trash and recycling room will be accessed via service doors. The site plan identifies a 4,048 square foot office/retail building on Lot 2. The proposed building is a single story building with the potential for two tenant spaces. One of the tenant spaces is proposed to be a coffee shop with a drive-thru window. The drive-thru window is shown on the north side of the building with menu boards shown on the east side. Coffee shops are an allowed use in the K-OF zoning district, however, drive- thru windows are not permitted. Because of the desire to have a drive-thru, the applicant has submitted a request to amend the existing planned development to permit a drive-thru window for a coffee shop on Lot 2. A trash enclosure is provided to the southwest of the proposed building. ACCESS AND PARKING Access to the property will be provided on the south side of the site off of SE Encompass Drive, a private street. Construction of SE Encompass Drive was completed in 2019. Because Lot 2 does not have street frontage along SE Encompass Drive, an ingress/egress easement has been provided for across Lot 1 to allow access. A total of 250 parking spaces are required for the proposed uses on Lots 1 and 2. The applicant has proposed to provide 227 parking stalls for the intended uses of the property. City ordinance does allow for a 25% reduction in the amount of parking required for uses that have differing hours of operation. The applicant has requested that this be applied in the case because the event center and office/retail uses will be operating at differing hours and times of the week. The total reduction is less than 10% of the required 250 spaces and staff May 8, 2020 3 of 3 is comfortable with the proposed reduction. In the event that parking is an issue in the future, there are opportunities for parking easements on the lot adjacent to the east. SIDEWALKS/TRAILS Sidewalks existing along SE Encompass Drive. Additional amenity improvements around the pond to the north will be made in the future to provide additional pedestrian paths. UTILITIES Utilities were extended in previous phases of the development to serve the two buildings. Storm water detention will be provided in the regional detention basin located to the north of the subject property. The regional detention basin is owned and maintained by the City. LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 15.35%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The office building is proposed to include glazing, metal flashing, and three different varieties of fiber cement paneling. The three types of fiber cement paneling include vary textures of wood and stone. The office/retail building is proposed to include glazing, metal flashing, and three different varieties of fiber cement paneling. The three types of fiber cement paneling include vary textures of wood and brick. The trash enclosure for the retail building will incorporate the same siding that is proposed on the building. Proposed elevations are attached for your review. The proposed materials and elevations meet the requirements of the Kettlestone Design Guidelines. PHOTOMETRIC PLAN The site plan includes a photometric plan for the proposed site lighting. A total of ten (10) pole mounted lights are proposed for parking lot lighting. These proposed fixtures comply with the lighting requirements within the Kettlestone Design Guidelines. STAFF RECOMMENDATION Staff recommends approval of the site plan for Lot 1 and 2, The Shops at Kettlestone North Plat 8 subject to remaining staff comments and approval of the proposed Planned Development amendment. Public Utility EasementPer Bk 2013 Pg 103871522778 G1-TITLE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY 2565 SE ENCOMPASS DRIVE LOT 1 OF THE SHOPS AT KETTLESTONE NORTH PLAT 8 LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGE WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINE STORM SEWER SANITARY SEWER SANITARY SEWER FORCEMAIN CONTOUR (MAJOR) UNDERGROUND TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER WATER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS CONTOUR MANHOLE CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY STORM SEWER (PIPE WIDTH) 1015 LOT LINE SANITARY SEWER (PIPE WIDTH) OVERHEAD UTILITY UNDERGROUND UTILITY 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-292-8989). PROJECT GENERAL NOTES HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ZONE 8, ON THE IOWA REGIONAL COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JUNE, 2018 BY LANDMARK ENGINEERING GROUP AND BETWEEN AUGUST & NOVEMBER OF 2018 BY ISG. SPECIFICATIONS REFERENCE PROJECT DATUM TOPOGRAPHIC SURVEY ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS), 2020 EDITION, UNLESS DIRECTED OTHERWISE. SITE DATA SHEET - ARA RJA/ARA DAJ ---- 19-22778 C0-10 SITE DATA SHEET ---- ---- C0-10 LOT 1 SITE SUMMARY ZONING:KO-F/PD-1 SITE/LOT AREA:127,813 SF / 2.93 AC. IMPERVIOUS AREA:109,289 SF / 2.50 AC. GREENSPACE PROVIDED:18,524 SF / 0.43 AC. (14.5%, REQUIRED 15%)* FLOOR AREA RATIO:0.35 (MAXIMUM 0.35) BIKE PARKING:6 RACKS EMPLOYEES:44 SQUARE FOOTAGE:44,697 SF BUILDING HEIGHT:42'-0" CONSTRUCTION TYPE:2B SETBACKS BUILDING ACCESSORY STRUCTURE FRONT YARD 0'-0"20'-0" SIDE YARD 0'-0"5'-0" REAR YARD 0'-0"5'-0" C0-10 N S W E LOCATION MAP 0 SCALE IN FEET 500 1000 CITY OF WAUKEE, IA PROJECT MANAGER: ISG - RYAN ANDERSON 7900 INTERNATIONAL DRIVE, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952-426-0699 PROPERTY OWNER: 2565 SE ENCOMPASS INVESTMENT GROUP, LLC DANIEL PETTIT, PRESIDENT 4700 150TH STREET URBANDALE, IA 50323 APPLICANT: 2565 SE ENCOMPASS INVESTMENT GROUP, LLC DANIEL PETTIT, PRESIDENT 4700 150TH STREET URBANDALE, IA 50323 CONSTRUCTION SCHEDULE: SPRING/SUMMER 2020 - START OF CONSTRUCTION FALL 2020 - SITE STABILIZATION FALL 2021 - CONSTRUCTION COMPLETION PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES SEAL TSIGEWE L A NOISSEFORP RDERIO A NREENIGEI HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. SHEETS COVERED BY THIS SEAL DEREK A. JOHNSON 20894 DEREK A. JOHNSON 12/31/2021 C0-10 - C6-10 ASHWORTH ROAD GRAND PRAIRIE PKWYSE TALLGRASS LN SE WESTOWN PK W Y SE LA GRANT PKWYSE E S K E R R I D G E D R I V E PROJECT LOCATION PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA LOT 2 SITE SUMMARY ZONING:KO-F/PD-1 SITE/LOT AREA:12,900 SF / 0.296 AC. IMPERVIOUS AREA:9,816 SF / 0.225 AC. GREENSPACE PROVIDED:3,084 SF / 0.071 AC. (23.9%, REQUIRED 15%)* FLOOR AREA RATIO:0.31 (MAXIMUM 0.35) BIKE PARKING:2 RACKS EMPLOYEES:10 SQUARE FOOTAGE:4,048 SF BUILDING HEIGHT:20'-0" CONSTRUCTION TYPE:5B DRIVE THRU STACKING SPACES:11 SETBACKS BUILDING ACCESSORY STRUCTURE FRONT YARD 0'-0"20'-0" SIDE YARD 0'-0"5'-0" REAR YARD 0'-0"5'-0" CIVIL SHEET SET Sheet Number Sheet Title C0-10 SITE DATA SHEET C0-11 GENERAL SITE NOTES C0-20 SITE DETAILS C0-21 SITE DETAILS C0-22 SITE DETAILS C0-23 SITE DETAILS C1-10 TEMPORARY EROSION & SEDIMENT CONTROL PLAN C1-20 EROSION & SEDIMENT CONTROL PLAN NOTES C1-21 EROSION & SEDIMENT CONTROL PLAN DETAILS C2-10 EXISTING SITE & REMOVAL PLAN C3-10 SITE PLAN C3-20 SITE UTILITY PLAN C3-30 HYDRANT COVERAGE PLAN C4-10 OVERALL GRADING PLAN C4-20 DETAILED GRADING PLAN C4-21 DETAILED GRADING PLAN C4-22 DETAILED GRADING PLAN C5-10 SITE RESTORATION & PLANTING PLAN C5-11 RESTORATION & PLANTING NOTES & DETAILS C6-10 PHOTOMETRICS PLAN C0-24 SITE DETAILS 2575 SE ENCOMPASS DRIVE LOT 2 OF THE SHOPS AT KETTLESTONE NORTH PLAT 8 * LOTS 1 AND 2 COMBINED PROVIDE 15.35% GREENSPACE (21,608 SF / 140,713 SF) SE E N C O M P A S S D R I V E SE TALLGRASS L A N E PARKING REQUIREMENTS LOT 1 BUILDING - 2565 SE ENCOMPASS DRIVE TYPE UNIT / AREA (INCLUDES 25% REDUCTION) STALLS REQUIRED STALLS PROVIDED OFFICE 1 SPACE / 250 SF (25,223 SF)76 FITNESS CENTER 1 SPACE / 250 SF (5,267 SF)16 EVENT SPACE (UNLIMITED USE)1 SPACE / 50 SF (6,709 SF)101 EVENT CENTER FACILITY SUPPORT SPACES 1 SPACE / 250 SF (3,816 SF)11 SHARED USE SPACES 1 SPACE / 250 SF (3,664 SF)18 TOTAL:222 *199 LOT 2 BUILDING - 2575 SE ENCOMPASS DRIVE TYPE UNIT / AREA (INCLUDES 25% REDUCTION) STALLS REQUIRED STALLS PROVIDED COFFEE SHOP 15 SPACES / 1000 SF (1,800 SF)21 21 OFFICE OR MIXED RETAIL 1 SPACE / 250 SF (2,200 SF)7 7 TOTAL:28 28 NOTE: 1.) *28 ON-STREET PARKING STALLS ARE DEDICATED TO LOTS 1 AND 2 ARE PROVIDED ON SE ENCOMPASS DRIVE. 2.) A TOTAL OF 6 ACCESSIBLE PARKING STALLS ARE PROVIDED FOR LOTS 1 AND 2. 3.) A SHARED PARKING AGREEMENT WILL BE IN PLACE BETWEEN LOTS 1 AND 2 TO ALLOW FOR CROSS PARKING. 1.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 2.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER. 3.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 4.ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPANSE. 5.THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND CURRENT EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO CONSTRUCTION WORK ON THE PROJECT. A FULL IOWA SUDAS SPECIFICATIONS MANUAL CAN BE FOUND ONLINE FOR FREE AT WWW.IOWASUDAS.COM. 6.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 7.THE WORK TO BE ACCOMPLISHED FOR THE CONSTRUCTION OF THIS PROJECT WILL OCCUR ON OWNER'S PROPERTY. THE CONTRACTOR SHOULD CONFINE OPERATIONS, PEOPLE, AND EQUIPMENT TO THE OWNER'S PROPERTY. 8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT TO BE INCORPORATED IN THE WORK INVOLVED IN THE PROJECT (UNSUITABLE EXCAVATION, WASTE PIPE, ETC.). 9.PUBLIC UTILITY FIXTURES ARE EXISTING WITHIN THE CONSTRUCTION AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR ANY NECESSARY MODIFICATION OF SERVICES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AND PREPARING AREAS DISTURBED BY CONTRACTOR'S OPERATIONS FOR SEEDING. ALL DEBRIS GREATER THAN GOLF BALL SIZE SHALL BE REMOVED AND AREA SHALL BE RAKED SMOOTH. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE OWNER'S PROPERTY DURING OPERATIONS AND SHALL MAKE A REASONABLE EFFORT TO NOT DISTURB AREAS GREATER THEN NECESSARY DURING CONSTRUCTION. AREAS OF NONGERMINATION WILL BE RESEEDED AND REFERTILIZED BY THE CONTRACTOR. COST IS TO BE CONSIDERED INCIDENTAL. 11.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY TRAFFIC CONTROL SIGNS, DEVICES, ETC., AND TO PLACE, MAINTAIN, AND REMOVE SAME AS CONSTRUCTION COMMENCES AND IS COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IOWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. FAILURE TO COMPLY WITH THIS PORTION OF THE SPECIFICATIONS WILL RESULT IN SUSPENSION OF WORK UNTIL. THE SITUATION IS CORRECTED. A REDUCTION IN THE LUMP SUM TO BE PAID WILL BE MADE FOR EXCESSIVE NONCOMPLIANCE WITH REQUIRED TRAFFIC CONTROL. NO WORK SHALL COMMENCE IN ANY GIVEN AREA UNTIL ALL APPROPRIATE TRAFFIC CONTROL IS IN PLACE. 12.THE CONTRACTOR SHALL NOT DISTURB GRASSED AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. TREES AND BUSHES SHALL BE RETAINED AS POSSIBLE. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO APPROVAL OF THE ENGINEER. 13.ALL EXISTING TREES AND BUSHES SHALL BE MAINTAINED AND PROTECTED UNLESS NOTED OTHERWISE. AREAS OF HAND FORMING MAY BE REQUIRED TO PROTECT TRESS. 14.THE CONSTRUCTION OPERATIONS ARE TO TAKE PLACE IN A RESIDENTIAL AREA. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL OPERATIONS TO INCLUDE REMOVAL, CLEAN UP, ETC. 15.CONTRACTOR SHALL PROVIDE BARRICADES AND SIGNS IDENTIFYING VEHICLES AND OBSTACLES IN THE DRIVEN ROADWAYS. 16.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRED INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 17.EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE LOCATED BASED ON CITY RECORDS AND ACTUAL LOCATIONS MAY VARY GREATLY FROM THAT SHOWN. THE LOCATIONS AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 18.CONTRACTOR SHALL REPLACE AND REPAIR ALL EXISTING STORM SEWERS THAT ARE ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIFICATION. CONTRACTOR SHALL USE 2000D RCP WITH FLEXIBLE O-RING GASKET JOINTS, PLACE PIPES SO JOINTS ARE NOT DIRECTLY OVER WATER MAIN, AND RECONNECT TO EXISTING STORM SEWER WITH REINFORCED FERNCO COUPLING. 19.PROPOSED WATER DISTRIBUTION LINE SHALL BE INSTALLED WITH A MINIMUM OF FIVE AND ONE-HALF (5.5') OF COVER. IN LOCATIONS WITH A SEPARATION DISTANCE OF LESS THAN TEN FEET (10') FROM SANITARY SEWER OR STORM SEWER, THE SANITARY SEWER OR STORM SEWER SHALL BE INSTALLED EIGHTEEN INCHES (18") BELOW THE BOTTOM OF THE WATER MAIN AND SHALL BE PLACED IN A SEPARATE TRENCH AT A MINIMUM HORIZONTAL SEPARATION OF THREE FEET PER SUDAS SPECIFICATIONS. 20.AT ALL SANITARY SEWER AND WATER MAIN CROSSOVER, MAINTAIN A MINIMUM OF 18" SEPARATION BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER. PLACE ONE FULL LENGTH OF WATER PIPE, LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM SEWER. USE LOW PERMEABILITY SOIL FOR BACKFILL WITHIN 10' OF CROSSOVER. 21.THRUST BLOCKS SHALL BE POURED CONCRETE, INSTALLED BEHIND ALL BENDS, TEES AND DEAD ENDS IN ACCORDANCE WITH SPECIFICATIONS. 22.GRANULAR BEDDING IS REQUIRED FOR ANY TYPE OF PIPE USED AND SHALL BE AS SPECIFIED. 23.A NEAT VERTICAL EDGE WILL BE REQUIRED FOR ALL JOINTS BETWEEN THE NEW PAVEMENT SURFACE AND EXISTING PAVING AS SHOWN IN THE PLANS. SAW CUTTING OR OTHER TECHNIQUES MAY BE USED TO PROVIDE THIS EDGE. COST OF THE SAW CUT IS TO BE CONSIDERED INCIDENTAL. ADDITIONAL REMOVAL AND REPLACEMENT DUE TO THE CONTRACTOR'S OPERATION WILL BE MEASURED SEPARATELY BUT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 24.ANY DEWATERING NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO INDIVIDUAL CONSTRUCTION ITEM. PLEASE REFER TO SUBSURFACE EXPLORATION REPORT FOR ANTICIPATED SITE CONDITIONS. REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT GUARANTEE CONDITIONS TO BE EXPERIENCED. 25.THE CONTRACTOR SHALL INSPECT AND VERIFY SOIL CONDITIONS AS NECESSARY IN ORDER TO DETERMINE THE TYPE OF CONSTRUCTION TO EMPLOY. NATURAL AND/OR MANMADE OBSTRUCTIONS MAY BE ENCOUNTERED IN THE SOIL. THESE CONTRACT DOCUMENTS DO NOT WARRANT THE NATURE OR CONDITIONS OF THE SOILS, AND DO NOT WARRANT THAT NATURAL OR MANMADE OBSTRUCTIONS WILL NOT BE ENCOUNTERED, NOR GUARANTEE THE EXTENT TO WHICH ROCKS, BOULDERS, OR OTHER OBSTRUCTIONS, REGARDLESS OF SIZE, MAY BE ENCOUNTERED DURING BORING OPERATIONS. THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR ANY NATURAL OR MANMADE OBSTRUCTIONS ENCOUNTERED DURING TRENCHLESS CONSTRUCTION. 26.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 27.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 28.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 29.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM PLAN. 30.THIS SITE WILL HAVE SAWCUTTING AND/OR CONCRETE GRINDING, SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROTECTED FROM SLURRY FROM THE CONCRETE OPERATION TO DISCHARGE OFFSITE. 31.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION / CONSTRUCTIONS (1-800-292-8989). 32.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 33.THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 34.ALL FIRE HYDRANTS ARE TO HAVE 4" STORZ FITTINGS. 35.ALL UTILITIES ARE TO BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARDS. 36.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS, AND THE CITY IS TO WITNESS ALL TESTING. 37.COORDINATE ALL TIE-INS TO EXISTING UTILITIES WITH CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 38.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100-FEET OF THE EXTERIOR WALLS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. CONSTRUCTION NOTES 22778 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY GENERAL SITE NOTES C0-11 - ARA RJA/ARA DAJ ---- 19-22778 C0-11 GENERAL SITE NOTES ---- ---- C0-11 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA GRADE DROP LID TOP BOTTOM EXTENSION BASE CAP TO BE SET 12" BELOW GRADE. BOX TO BE SET WITH 12" OF ADJUSTMENT. RESILIANT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS GATE VALVE, BOX SCREW TYPE THREE PIECE, 514" SHAFT SIZE G BOX, 7'6" EXTENDED, #6 STANDARD BASE GATE VALVE ADAPTOR ALL GATE VALVES SHALL BE IN ACCORDANCE WITH CITY OF STANDARDS GATE VALVE ADAPTER 1-1/2" WASHED ROCK (INCIDENTAL) MEGALUG CONC BLOCKING WATERMAIN PIPE BEDDING (SEE DETAIL) NOTES: INSTALL TOP NUT EXTENDER TO 7' DEPTH ON ALL VALVES WITH OVER-DEPTH TYPICAL GATE VALVE & BOX INSTALLATION NTS WM200 LA CROSSE 22778 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-20 - ARA RJA/ARA DAJ ---- 19-22778 C0-20 SITE DETAILS ---- ---- C0-20 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA BACK OF CURB CONC CURB & GUTTER SEE DETAIL & PLAN FOR TYPE CURB HEAD TRANSITION NTS ST270SEE PLAN HORIZONTAL ROOF DRAIN, SIZE VARIES. INSTALL @ ELEVATIONS SHOWN ON PLANS 6" PVC LEADER 45° FITTING 6" PVC REDUCER 4" DOWNSPOUTBUILDING LINE FINISH FLOOR (SEE PLANS) VERTICAL RAIN LEADER NTS SD400 4" PERIMETER DRAIN 48"1'-0"24"60"36"12" CONCRETE BASE F&I: HANDICAPPED PARKING SIGN WHICH MEETS A.D.A. & STATE OF IOWA REQUIREMENTS. 2" Ø GALVANIZED STEEL POST CONCRETE FILLED 6" STEEL GUARD POST 24"Ø x 4'-0" DEEP CONC. PLUG HANDICAPPED SIGN POST W/BOLLARD NTS ACCESSIBLE PARKING SIGN NTS 18 GAUGE ALUMINUM TEXT SIZE SHALL BE 1/2", "VAN ACCESSIBLE" TEXT ONLY WHERE APPLICABLE DIGITALLY PRINTED VINYL (7 YR MIN) APPLY TO FRONT SIDE OF SIGN PANEL STANDARD ACCESSIBLE PARKING SIGN BLUE. COLORS SHALL BE REFLECTIVE PER IOWA D.O.T. STANDARDS. PRE-DRILL HOLE TO ACCEPT 5/16" GALV. TAMPER PROOF NUT AND BOLT. PRE-DRILL PRIOR TO POWDER COATING. CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 7"6"COMPACTED SUBGRADE (12" MINIMUM) CONCRETE PAVEMENT NTS IOWA DOT GRADATION NO. 14 SPEC NUMBER 4123 STANDARD ST120 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 4"6"COMPACTED SUBGRADE (12" MINIMUM) CONCRETE WALK NTS IOWA DOT GRADATION NO. 14 SPEC NUMBER 4123 ST160 (TYP) 2'(TYP)1'(TYP)4" WHITE PARKING STRIPING (TYP) ACCESSIBLE PARKING STRIPING SYBMOL (TYP) 4" DIAGONAL WHITE PARKING STRIPING (TYP) BACK OF CURB ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA NTS PM300 8'8'17'BIKE RACK NTS 22778 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-21 - ARA RJA/ARA DAJ ---- 19-22778 C0-21 SITE DETAILS ---- ---- C0-21 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA SW-401 CIRCULAR STORM SEWER MANHOLE FIGURE 6010.401 STANDARD ROAD PLAN SW-602 Casting Precast Top 1 Adjustment Rings 6'' min. Base Square Edge7 48 60 72 84 96 24 36 42 48 60 18 24 30 36 42 2 1 2 3 3 Steps (typ.) 12" min Depth Lowest Flowline 4"#4 Bars @ 12'' o.c. Each Way Location Station Precast Riser Sections Invert PLAN TYPICAL SECTION Manhole Diameter Manhole Diameter (inches) Maximum Pipe Diameter (inches) for 2 Pipes At 180 Separation At 90 Separation Cast-in-place base shown. If base is precast integral with bottom riser, the footprint of the base is not required to extend beyond the outer edge of the riser. For additional configurations, maintain a minimum of 12 inches of concrete between vertical edges of pipe openings. 12 inch minimum riser height above all pipe openings. 8" min 27" dia SW-502 CIRCULAR SINGLE GRATE INTAKE FIGURE 6010.502 STANDARD ROAD PLAN 48 60 72 84 96 24 36 42 48 60 18 24 30 36 42 4'' 8'' min. Form Grade Adjustment Rings Depth 6'' min. 1 12'' min. PLAN Refer to SW-514 for boxout details. 24'' Manhole Diameter Precast Riser Sections Casting Precast Top Location Station (Back of Curb) Lowest Flowline Base #4 Bars at 12" o.c. Each Way TYPICAL SECTION 4 2 3 4 3 2 1 Manhole Diameter (inches) Maximum Pipe Diameter (inches) for 2 Pipes at 180 Separation at 90 Separation SW-603 Type R unless Type Q is specified in the contract documents. Cast-in-place base shown. Base may be square. If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls. For additional configurations, maintain a minimum of 12 inches of concrete between vertical edges of pipe openings. 12 inch minimum riser height above all pipes. Concrete Fillet SW-602 CASTING FOR STORM SEWER MANHOLES FIGURE 6010.602 STANDARD ROAD PLAN Two-piece fixed casting Three-piece floating casting 1 2 Anchor Bolt Hole 1 Anchor Bolt Hole 1 Flange (typ.) 60 (typ.) TYPE E TYPE F PLAN TYPICAL SECTION PLAN TYPICAL SECTION SEWER STORM SEWER 6'' (typ.) STORM 7" min. 2 Frame Notes:Size and spacing of lugs and flangesmay vary. Cover Notes: Roughness pattern and text styles may vary. Minimum one concealed pickhole. Lug (typ.) Height Adjustment Bolts (4 min.) 357 8" min. 26" min. 24" min. 11 2" 26" min.1" 1" 6" 24" min. 2" 11 2" 141 2" 331 2" min. 11 2" 21 2" When the contract documents require the frame to be attached to the structure, drill four 7 8" diameter holes or slots, equally spaced around frame. Set casting at proper grade using one of the adjustment slots. Remove bolts upon completion of paving. SW-603 CASTINGS FOR GRATE INTAKES FIGURE 6010.603 STANDARD ROAD PLAN 1 1 2 Drop Curb 31'' Flow TYPE Q 3 PLANPLAN SECTION A-A SECTION B-B TYPICAL SECTIONTYPICAL SECTION 2TYPE R A B B 2 2 3'' max. (Minimum open area 370 in ) Driveway Grate A Curb Inlet Grate (Minimum open area 180 in ) For use at curb drops for driveways. Use only when specified in the contract documents. Provide bicycle-safe vane-style grate. At low points, grates with vanes facing both directions of flow are allowed. For details of boxout pavement, refer to SW-514. Slope of Adjacent Pavement Form Grade Special Shaping 351 4" to 353 4" 351 4" to 353 4" 36" to 361 4" 421 4" to 43" 33231 2" to 241 8" 36" to 361 4" 43" to 431 4" 4''4'' 6'' to 9'' 31'' 2''R or 3''R Slope of Adjacent Pavement Form Grade Driveway 231 2" to 24 3 16'' 53 4'' to 6 3 16'' 171 2" to 18'' 6'' to 61 2" 23 4'' 6'' to 61 2" 3 4 ''3 4 ''23 4'' SW-604 CASTINGS FOR AREA INTAKES FIGURE 6010.604 STANDARD ROAD PLAN 24"30" 42" 36" 1 GRATE FRAME 22" 22" 20" TYPE 9TYPE 6 1" min. Cast grate without locking lugs so it may be used in an inverted position. 1 Minimum Weight = 85 lbs.Minimum Weight = 75 lbs. (Light Duty) 3 4" 3 4"11 8" 71 8" 4" 213 4" 183 4" 1" 7 8" min. 7 8" min.23 8" min.3 4" 7 8" SW-203 SANITARY SEWER CLEANOUT (Dimensions are nominal) CLEANOUT CASTING Sewer Main 6''9'' 45 Bend Wye 4'' min. 2'' min. Casting Cap #4 Bar (typ.) 6'' PVC Riser 1 1 2 3 4 Standard duty casting complying with AASHTO M 306. Mark lid with ''Sanitary'' or ''Sanitary C.O.'' Do not allow casting to bear on top of riser pipe. 6 inch PVC Service Pipe Threaded PVC cap or iron body ferrule with brass screw plug 1 2 4 3 20'' min. Concrete Pad Plug 97 8" 7 8" 157 8"7 8" FIGURE 4010.203 STANDARD ROAD PLAN SW-511 RECTANGULAR AREA INTAKE FIGURE 6010.511 STANDARD ROAD PLAN Location Station 3'-0'' 4'-0'' 6''6'' Base 8'' min. 4'' 12'' min. 4'' 12'' #4 bars MAXIMUM PIPE DIAMETERS 6'' min. 4''4'' A A Form Grade PLAN Diagonal Bar (typ.) #4 Bars at 12'' o.c. Each WayShort Wall 2'-0'' SW-604 Type 6 Casting #4 Bars at 15'' o.c. Each Way Adjustment Rings Slope 1 2" per foot Concrete Fillet SECTION A-A 1 3 2 1 2 3 Install four #4 diagonal bars at all pipe openings. Cast-in-place base shown. If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls. 12 inch minimum wall height above all pipes. 3'-0'' Long Wall 3'-0'' SW-604 Type 6 Casting Short Wall 2'-0'' Cast-in-place Structure 18'' 30'' Pipe Location Short Wall Long Wall Precast Structure 15'' 24'' SW-501 SINGLE GRATE INTAKE FIGURE 6010.501 STANDARD ROAD PLAN Shape MAXIMUM PIPE DIAMETERS Casting 6''6'' 4w2 4w1 Wall Depth Form Grade 4''6'' min. 12'' min. PLAN Refer to SW-514 for boxout details. 8'' min. 3'-0'' Optional Construction Joint (typ.) Concrete Fillet 4b1 Short Wall 2'-0'' Wall Height Lowest Flowline Base 4b2 SECTION A-A 2 Diagonal Bar (typ.) 1 4 3 1 2 3 4 REINFORCING BAR LIST Length Wall Height minus 4'' 3'-8'' 2'-8'' 4'-2'' 3'-2'' Count 14 Varies Varies 4 5 Mark 4w1 4w2 4w3 4b1 4b2 Size 4 4 4 4 4 Spacing 12'' 12'' 12'' 10'' 10'' Location Walls Long Walls Short Walls Base Base 6'' Short Wall 2'-0'' 4'-0'' Location Station (Back of Curb) Long Wall 3'-0'' Cast-in-place Structure 18'' 30'' Precast Structure 15'' 24'' Pipe Location Short Wall Long Wall Install four #4 diagonal bars at all pipe openings. SW-603 Type R unless Type Q is specified in the contract documents. Cast-in-place base shown. If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls. 12 inch minimum wall height above all pipes. 22778 C0-DETAILS 'A7( 5(9,S,21 SC+('8L( '(SC5,P7,21 %< SHEET TITLE P52-(C7 12 ),L( 1A0( '(S,*1(' %< 25,*,1AL ,SS8( 'A7( '5AW1 %< CL,(17 P52-(C7 12 5(9,(W(' %< SITE DETAILS C0-22 - ARA RJA/ARA DAJ ---- 1-8 C0- S,7( '(7A,LS ---- ---- C0- P52-(C7 W,7+287 P5,25 W5,77(1 C21S(17 ,1C A1' 0A< 127 %( 8S(' C2P,(' 25 '8PL,CA7(' 7+,S '2C80(17 ,S 7+( P52P(57< 2) , S *528P B.M. ELEVATION=1032.32 %85< %2L7 21 ),5( +<'5A17 (AS7 S,'( 2) *5A1' P5A5,( PA5.WA< 0' 1257+ 2) S( (S.(5 5,'*( '5,9( 'A7( ,SS8(' SC+('8L( '(SC5,P7,21 %< 030 1S7 C,7< S8%0,77AL A5A WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION000 1' C,7< S8%0,77AL A5A 010 35' C,7< S8%0,77AL A5A 000 7+ C,7< S8%0,77AL A5A 4030.224 CONCRETE PIPE APRON GUARD SUDAS Standard Specifications PROFILE PLAN FRONT ELLIPTICAL60" 12" - 24" 27" - 48" 54" - 90" up to 24" eq. 30" to 48" 3 4 " 54" to 72" up to 24" eq. 30" to 48" 54" to 60" 7 8 " 3 4 " 7 8 " 3 4 " 7 8 " 5 8 " 3 4 " 1" 5 8 " 3 4 " 1" 5 8 " 3 4 " 1" 1" 3 4 " 1" 3 4 " 1" 3 4 " 12" 15" 18" - 24" 27" - 36" 42" - 54" 60" - 72" 78" - 90"8" 7" 6" 5" 4" 3" 18" to 24" 30" to 36" 42" to 54" 60" to 72" 4" 5" 6" 7"42" to 54" 30" to 36" 24" 18"3" 4" 5" 6" 7" 2 1 2 " 1 1 8 " 1 1 8 " 1 1 8 " 1 1 4 " 1 1 4 " 1 1 4 " BOLT LENGTH = PIPE WALL THICKNESS + 2 1 2 "ARCHROUNDHOLE DIA. REQ'D. PIPE SIZE (DIA. or EQUIV.) BOLT DIA. BAR SIZE BAR SIZES ROUND PIPE SIZE H ARCH EQUIVALENT DIAMETER H EQUIVALENT DIAMETER ELLIPTICAL H Provide guard dimensions to fit with type of apron provided. Ensure 'V' Bar completely rests on apron.Intermediate Cross Bar(s) 'V' Bar Hinged Connections 6" max. H 'V' Bar Intermediate Cross Bar(s) 1 1 All guards must include at least one intermediate cross bar. If pipe diameter, or equivalent diameter, is 60 inches or greater, use two intermediate cross bars equally spaced. 1 9040.110 RIP RAP FOR PIPE OUTLET ONTO FLAT GROUND SUDAS Standard Specifications Section A-A 2 1Toe of Slopemin. Length, L Width, WPipe Diameter, D3DT Slope = 0% Engineering Fabric Stable Ground Thickness, T Construct notch at end of apron. Depth = 2T Footing for Apron PLAN PROFILE WM-102FIGURE 5010.102 STANDARD ROAD PLAN TRACER SYSTEM TYPICAL INSTALLATION 1 2 1 2 Fire Hydrant Anchor Tee New Water Main Fire Hydrant Valve Possible Splice Tape wire at midpoint of each pipe length Do not run wire up valve box Ground Rod Existing Water Main Extend tracer wire up fire hydrant barrel to internal terminals of tracer wire station and back down. Refer to WM-201 for details of fire hydrant assembly. Clamp tracer wire to ground rod at system termination points. Fire Hydrant Barrel WM-101 THRUST BLOCKS Bends Fitting Thrust Block 18'' min. 45 90 MINIMUM BEARING SURFACE (sf)Water Main D TEES CROSSES DEAD ENDS BENDS TYPICAL SECTION TYPICAL PLAN Bearing Surface (See Table) Diameter of Pipe, D (inches) Extend thrust blocks to undisturbed soil. Excavation into trench wall may be necessary. Form vertical surfaces of poured concrete thrust blocks except on bearing surface. Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitting bolts. Tees and Dead Ends111 4 221 2 Minimum surface area based on water pressure of 150 psi and allowable soil pressure of 1,000 psf. 4 6 8 10 12 14 16 18 20 24 30 36 3 6 10 15 21 28 36 45 55 78 120 173 1 1 2 3 4 5 7 9 11 15 24 34 1 2 4 6 8 11 14 17 21 31 47 67 2 4 7 11 16 21 27 34 42 60 92 132 4 8 14 21 29 39 50 63 78 111 171 244 Undisturbed Soil FIGURE 5010.101 STANDARD ROAD PLAN WM-101 THRUST BLOCKS DEAD ENDS (ALTERNATE METHOD) Trench Hook D SECTION B-B ELEVATION SECTION A-A PLAN A A B B Use only when allowed by the Engineer, or when specified in the contract documents. CHANGES IN PIPE DEPTH Possible Pipe or Structure Elbows with Restrained Joints Straps 18'' min. 24'' min. Thrust Block Anchor Block Mechanical Joint Restrained Cap Retainer Gland Possible Valve 18'' min. Min. 1.5 x D Retainer Gland 3 4 Depth of Concrete Turnbuckle Min. 1.5 X D Min. 1.5 X D FIGURE 5010.101 STANDARD ROAD PLAN 9080.101 TYPE A CONCRETE STEPS WITH HANDRAIL SUDAS Standard Specifications A A PLAN #4 @ 18" C-C Possible Sidewalk x 1 8" min. Possible Sidewalk 2'-10" to 3'-2" Sidewalk 1 2RiseTread y 6" 5" 4" z 12" 15" 16" 1 2 ISOMETRIC 3 3 4 4 Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. 5 5 Width (varies) 8" 2'-0" Length 5'-0" max. spacing 1'-5" to 1'-7" 12" z12" z y 1" 1" Preformed Expansion Joint 1" Preformed Expansion Joint #4 @ 12" C-C Posts Handrail #4 @ 12" C-C #4 @ 18" C-C #4 1/2" max. radius x 2 3 4 Minimum riser height is 4 inches. Maximum riser height is 7 inches. Minimum tread depth is 11 inches. Match existing sidewalk width. Construct cross slope of landing to match adjacent sidewalk. Slope tread 1% minimum to 2% maximum in any direction. 9080.102 TYPE B CONCRETE STEPS WITH HANDRAIL SUDAS Standard Specifications 2 1 1 2 Length Possible Sidewalk A A Width (varies) Possible Sidewalk 2'-10" to 3'-2" 2'-0" 8" 1'-5" to 1'-7" SECTION A-ABB z y 1" Rise Tread x 2 3 4 y 6" 5" 4" z 12" 15" 16" 1'-6" Varies 5'-0" max. spacing 12" Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. 3 SECTION B-B 6" 3 4 2 #4 bars in top of each side rail 1" Preformed Expansion Joint Retaining Wall 1" Preformed Expansion Joint #4 1" Preformed Expansion Joint 1" Preformed Expansion Joint #4 @ 18" C-C #4 @ 12" C-C #4 Bent Bar @ 14" C-C Posts Handrail #4 @ 18" C-C Side Rail (match height and batter of retaining wall) Side Rail 1/2" max. radius 4 PLAN ISOMETRIC BENT BAR 5 5 Minimum riser height is 4 inches. Maximum riser height is 7 inches. Minimum tread depth is 11 inches. Match existing sidewalk width. Construct cross slope of landing to match adjacent sidewalk. Slope tread 1% minimum to 2% maximum in any direction. 22778 C0-DETAILS 'A7( 5(9,6,216&+('8/( '(6&5,37,21 B< SHEET TITLE 352-(&712 ),/(1A0( '(6,*1('B< 25,*,1A/,668('A7( '5A:1B< &/,(17352-(&712 5(9,(:('B< SITE DETAILS C0-23 - ARA RJA/ARA DAJ ---- &6,7('(7A,/6 & 352-(&7 :,7+28735,25:5,77(1&216(17 ,1&A1'0A<127B(86('&23,('25'83/,&A7(' 7+,6'2&80(17,67+(3523(57<2), 6*5283 B.M. ELEVATION=1032.32 B85<B2/721),5(+<'5A17 (A676,'(2)*5A1'35A5,(3A5.:A< 1257+2)6((6.(55,'*('5,9( 'A7( ,668('6&+('8/( '(6&5,37,21 B< 67&,7<68B0,77A/A5A WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION1'&,7<68B0,77A/A5A 5'&,7<68B0,77A/A5A 7+&,7<68B0,77A/A5A RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement Public Utility EasementPer Bk 2013 Pg 10387SE PARKVIEW CROSSING DRIVE15SE TALLGRASS LANECommuni ty Cho ice C red i t Un ion30' Storm Sewer Easement perBk 2017 Pg 326620 15' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFI CE BUIL DI N G (3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book 2019, Page 2419624' Access Easementper Book2019, Page 1043510' PUEBK2019 PG113820' Private Sanitary Sewer EasementBK2019 PG1139Sanitary Sewer EasementPer Bk 2017 Pg 3264OFFICEBUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V EUNNAMED ACCESS DRIVE29'29'62'62'60'31'70'31' 1037 1037 1037 1037 1037 103810391 0 3 610361 0 3 7 1037103710 3 8103610361037103510 3 3 1 0 3 4 1036103710351031103210331034103610371038 103 5 103 4 103 6 10371037103710381038103910391037 103710381038 1025 1030 1035 1026 1027 1028 1029 1031103210331034 1036 1037 103 7 10 1 5 1015 10 2 0 1020 10 2 5 1025 10 3 0 1030 10 3 0 1030 1035 10111012 1012 1013 1013 10 1 4 1014 10 1 6 1016 10 1 7 1017 10 1 8 1018 10 1 9 1019 10 2 1 1021 10221022 10231023 1024 1024 1 0 2 4 102410 2 6 1026 10 2 7 1027 10 2 8 1028 10 2 9 1029 103 1 10 3 1 1031 1031 1032 1032 1033 1033 1033 1034 1036 1037 1040 1037 1038 1039 1041 1037103610351034103310321030103110291028 10271026 1025 1035 10351035 10 3 5 1035 103510401040 1031 1031 1032 103210331033 1033 10331034 10341036 10361036 1036 10 3 6 10361037 103710371 0 3 71037103710371037 1 0 3 7 1038 10381038103810381 0 3 810381038 10381039 1 0 3 9103910391039 1039104 0 10 3 9 1041 22778 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY TEMPORARY EROSION & SEDIMENT CONTROL PLAN C1-10 - ARA RJA/ARA DAJ ---- 19-22778 C1-10 TEMPORARY EROSION & SEDIMENT CONTROL PLAN ---- ---- C1-10 0 SCALE IN FEET 40 80 EROSION CONTROL LEGEND SYMBOL DESCRIPTION UNITS QUANTITY PERIMETER CONTROL LF 2,805 STORM DRAIN INLET PROTECTION EACH 7 SEDIMENT CONTROL LOG LF 40 STABILIZED CONSTRUCTION EXIT EACH 2 EROSION BLANKET TYPE 2.C SY 2,430 CONCRETE WASHOUT AREA EA 1 EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW NOTES: 1.) PERIMETER CONTROL CAN BE SILT FENCE, SEDIMENT CONTROL LOG, OR WOOD MULCH. 2.) QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. 3.) THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. 4.) SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. 5.) SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. 6.) SUDAS TYPE 4 SEED MIX TO BE USED FOR ALL TEMPORARY STABILIZATION (SUDAS 9010) SOD TO BE USED FOR ALL PERMANENT STABILIZATION (SUDAS 9020) (ESTIMATED QUANTITY = 67,027 SF.) 7.) REMOVE ALL DEBRIS AND MUD SPILLED INTO ROW AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 8.) THE ULTIMATE DISCHARGE LOCATION FOR THE SITE IS FOX CREEK. 9.) THE STABILIZED CONSTRUCTION EXIT SHALL EXTEND TO A PAVED SURFACE AT ALL TIMES. IT WILL NEED TO CHANGE LOCATIONS DURING THE COURSE OF THE PROJECT. THE LOCATION SHOWN IS THE GENERAL LOCATION THAT IT WILL BE LOCATED FOR THE MAJORITY OF THIS PROJECT. EXISTING CONTOUR, TYP. PROPOSED CONTOUR, TYP. FUTURE CONTOUR, TYP. (BY OTHERS) PERIMETER CONTROL OUTLINES PROJECT DISTURBANCE LIMITS AREA=4.70 AC. TOPSOIL STOCKPILE LOCATION STAGING/MATERIALS & WASTE LOCATION EXISTING PROPERTY LINE, TYP. PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA ACTIVITY SCHEDULE Install all BMP's needed and associated with the Grading Phase such as stabilized construction entrances, silt basins, riser pipes, outlet pipes silt traps, silt fence, diversions, terraces, temporary berms, and etcetera. Prior to any stripping of existing vegetation or grading. Proceed with stripping of existing vegetation and grading in accordance with the grading plan, while disturbing no more than necessary. After Installing all BMP's needed and associated with the Grading Phase. Furthermore, INSPECTOR approval must be obtained before the start of any stripping of existing vegetation or grading. Proceed with infrastructure installation. Infrastructure installation must occur prior to any building construction. Implement the installation of Temporary Seeding, Permanent Seeding, and/or Mulching. Proceed with removal of BMP's. BMP's may not be removed until each impacted drainage basin has been fully developed. Full development shall mean installation of pavement, buildings, and utilities, landscaping, and fully established permanent seeding. Furthermore, INSPECTOR approval must be obtained before the removal of any BMP's. CONSTRUCTION ACTIVITIES & SCHEDULING CONSTRUCTION ACTIVITY NOTES: EROSION PREVENTION: Construction of silt fence and all other erosion control measures shall be complete before other construction activity occurs. Use phased construction wherever practical and establish turf as soon as possible to minimize sediment transport. Turf establishment or temporary seeding or mulching of all exposed soil not being actively worked should be immediately initiated once earth disturbing activities have ceased. Temporary cover during construction is incidental. Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water. SEDIMENT CONTROL PRACTICES: Construction of silt fence and all other erosion control measures shall be complete prior to land disturbing activities occur. Inlet erosion protection shall be installed and maintained until turf has been established. The contractor shall be responsible to control erosion from leaving the construction zone. All eroded material that leaves the construction zone shall be collected by the contractor and returned to the site at the contractor's expense. All streets must be swept at the end of each working day and prior to a rain event. Silt fence or other effective erosion control measures must be installed around the perimeter of any soil stockpiles, including temporary stockpiles. Stockpiles cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. Perimeter control shall be installed along the back of curb immediately following curb installation at all locations with positive drainage to parking lot and/or streets, and shall remain until stabilization is achieved. This shall be accomplished through the use of silt fence, biorolls, Rock logs, or other methods approved by the Engineer. CONSTRUCTION ACTIVITY NOTES: DEWATERING AND BASIN DRAINING: Dewater sediment-laden water to sedimentation basins if possible, or use other BMP's to prevent erosion and remove sediment when discharging to surface waters. Use appropriate energy dissipation measures on all discharges. Dewatering practices cannot cause nuisance conditions, erosion or in receiving channels or inundation of wetlands resulting in adverse impacts. POLLUTION PREVENTION: All solid waste collected from the construction site must be disposed in accordance with all applicable regulations. All hazardous materials (oil, gasoline, fuel, paint, etc) must be properly stored to prevent spills, leaks or other discharge, storage areas shall provide secondary containment and a hazardous materials spill kit. Storage and disposal of hazardous waste must be in compliance with all applicable regulations. Equipment maintenance areas must be limited to a defined area of the site. All runoff containing any hazardous material must be properly collected and disposed. No engine degreasing shall be allowed on site. The contractor is responsible for monitoring air pollution and ensuring it does not exceed levels set by local, state, or federal regulations. This includes dust created by work being performed on the site. Air pollution and dust control correction is considered incidental to the unit bid prices for which work is being performed. Additional dust control measures may be required by the Engineer. Concrete washout onsite: All liquid waste generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. The liquid waste must not contact the ground, and there must not be runoff from the concrete washout operations or areas. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. Protect storm sewers and drainage ways from allowing concrete slurry from concrete operations to discharge offsite. INSPECTION AND MAINTENANCE: The Permittees must routinely inspect the construction site once every seven (7) days during active construction. All inspections performed during construction must be recorded and records retained with the SWPPP. Contractor is responsible for keeping a record of all rainfall information & erosion control maintenance until final establishment of turf. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 12 of the height of the fence. Erosion control, and other BMP's must be replaced, repaired, or supplemented when they reach 50% design load. FINAL STABILIZATION: The Permittees must ensure final stabilization of the site. The Permittees must submit a notice of termination within 30 days after final stabilization is complete or control has been passed to another owner. All temporary erosion control measures and BMP's must be removed as part of the final site stabilization. The storm water permit further defines final stabilization and its requirements. MAINTENANCE SCHEDULE The following Maintenance Schedule has been provided. The INSPECTOR must perform the inspections. The OPERATOR/CONTRACTOR must perform all needed maintenance. Furthermore, all erosion control feature requiring maintenance may not be listed below. The OPERATOR/CONTRACTOR and INSPECTOR must perform their respective duties on all BMP's that are not listed below as well. 1.Construction Entrance - The entrance shall be maintained in a condition which will prevent tracking or flow of sediment onto public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or materials dropped, washed or tracked onto roadways will not be permitted under any circumstances. 2.Wattles - The maintenance measures are as follows: (2.1) wattles shall be inspected weekly; (2.2) close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales; (2.3) necessary repairs to barriers or replacement of wattles shall be accomplished promptly; (2.4) sediment deposits shall be removed after each rainfall, they must be removed when the level of deposition reaches approximately one-half the height of the wattle; and (2.5) any sediment deposits remaining in place after the wattle is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 3.Silt Fence - The maintenance measures are as follows; (3.1) silt fences shall be inspected weekly, any required repairs shall be made immediately; (3.2) close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting; (3.3) should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier is still necessary, the fabric shall be replaced promptly; (3.4) sediment deposits must be removed when the level of deposition reaches approximately one-half the height of the barrier; and (3.5) any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 4.Storm Drain Inlet Protection - The maintenance measures are as follows: (4.1) structures shall be inspected weekly and repairs made as necessary and (4.2) structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 5.Temporary Seeding - Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re-seeded as soon as such areas are identified. 6.Permanent Seeding - The maintenance measures are as follows: (10.1) in general, a stand of vegetation cannot be determined to be fully established until it has been maintained for one full year after planning; (10.2) new seedlings shall be supplied with adequate moisture, supply water as needed, especially late in the season, in abnormally hot or dry conditions, or on adverse sites, water applications shall be controlled to prevent excessive runoff; (10.3) inspect all seeded areas for failures and make necessary repairs, replacements, and reseedings within the planting season, if possible; [10.3.a] if stand is inadequate for erosion control, over seed and fertilize using half of the rates originally specified; [10.3.b] if stand is 60% damaged, re-establish following seedbed and seeding recommendations; [10.3.c] if stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer, the soil must be tested to determine if acidity or nutrient imbalances are responsible, re-establish the stand following seedbed and seeding recommendations. 7.Street Cleaning / Sweeping - The maintenance measures are as follows: (13.1) evaluate access points daily for sediment tracking; (13.2) when tracked or spilled sediment is found on paved surfaces, it will be removed daily, during times of heavy track-out, such as during rains, cleaning may be done several times throughout the day; (13.3) all streets shall be swept at the end of each working day and prior to a rain event; (13.4) unknown spills or objects will not be mixed with the sediment; and (13.5) if sediment is mixed with other pollutants, it will be disposed of properly at an authorized landfill. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 22778 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY EROSION & SEDIMENT CONTROL PLAN NOTES C1-20 - ARA RJA/ARA DAJ ---- 19-22778 C1-20 EROSION & SEDIMENT CONTROL PLAN NOTES ---- ---- C1-20 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA 9040.103 ROLLED EROSION CONTROL PRODUCT (RECP) INSTALLATION ON SLOPES SUDAS Standard Specifications6" min.6" min. (12" min. anchor spacing) 2" min. 3"(4'-0" min. anchor spacing) (18" min. anchor spacing) Edge Lap Anchor Trench End Splice Edge Lap Compacted Soil Backfill Secure blanket to ground according to manufacturer's recommended anchoring pattern and minimum shown in Table 1. 1 ANCHOR TRENCH EDGE LAP END SPLICE TABLE 1 Max. slope Min. anchors ≤ 3:1 2:1 1:1 1.5/yd² 2/yd² 2.5/yd² 9040.105 WATTLE SUDAS Standard Specifications Disturbed Area Area to be Protected Space as specified in the contract documents.4'-0" max.Wattle Directi o n of Fl o w 3'-0" 4'-0" m a x. Stakes 2-4" Trench Compact trench spoil against uphill side of wattle. 9" (nominal) dia. or as specified. Joint Wrap Turn uphill. 9040.119 SILT FENCE SUDAS Standard Specifications Fore s l o p e Backslo pe 1 Post Spacing (5'-0" max.) Post Spacing (5'-0" max.) Fabric Variable (20'-0" for a normal 10'-0" wide ditch.) 2" min. 20" min. Post Wire or Cable Ties Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). 1 TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST 9040.119 SILT FENCE SUDAS Standard Specifications (Plan View) Flow 1 24" 36" 8'-0" Spacing 200'-0" max. length per section (600'-0" if slope is flatter than 5%) 2 (Profile View) 1 1 See plans for spacing. 'T' Steel Fence Post 4'-0" min. Ground line Fabric Ground Line Fabric Ground ContoursInstall parallel to ground contour. Install "J-hook" at each end of an individual section of silt fence. 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. 1 2 TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES 9040.120 STABALIZED CONSTRUCTION ENTRANCE SUDAS Standard Specifications 1 Le n g t h 1 1 Thickness as specified (6" min.). 20'-0" mi ni m u m 10'-0" mi n. 1 Entrance length: 50 foot minimum (30 foot for single family residential), or as specified in the contract documents. Length of entrance may be increased if sediment track-out occurs. 67$,1/(66 67((/ &/$03,1* %$1' *$ *$/9$1,=(' 67((/ 6863(16,21 6<67(0 /,)7 +$1'/(6 5(3/$&($%/( 6(',0(17 %$*6 :,7+ *(27(;7,/( ),/7(5 )$%5,& 67$1'$5' 2" 29(5)/2: $5($ NOTES: )25 63(&,),&$7,216 $1' 0$,17(1$1&( *8,'(/,1(6 9,6,7 :::.,1/(7),/7(56.&20 ,167$//$7,21 5(029( *5$7( '523 )/(;67250 ,1/(7 ),/7(5 2172 /2$' %($5,1* /,3 2) &$67,1* 25 &21&5(7( 6758&785( 5(3/$&( *5$7( 0$7(5,$/6 )5$0,1* *$8*( 67((/ &25526,21 5(6,67$17 6(',0(17 %$* :29(1 *(27(;7,/( )$%5,& 2 &8%,& )227 7<3 92/80( 67$,1/(66 67((/ /2&.,1* %$1' 6(&85,1* %$* 72 )5$0( ROUND FILTER INLET PROTECTION NTS EC210 67$1'$5' 2" 29(5)/2: $5($ *$ *$/9$1,=(' 67((/ 6863(16,21 6<67(0 /,)7 +$1'/(6 5(3/$&($%/( 6(',0(17 %$*6 :,7+ *(27(;7,/( ),/7(5 )$%5,& NOTES: )25 63(&,),&$7,216 $1' 0$,17(1$1&( *8,'(/,1(6 9,6,7 :::.,1/(7),/7(56.&20 ,167$//$7,21 5(029( *5$7( '523 )/(;67250 ,1/(7 ),/7(5 2172 /2$' %($5,1* /,3 2) &$67,1* 25 &21&5(7( 6758&785( 5(3/$&( *5$7( 0$7(5,$/6 )5$0,1* *$8*( 67((/ &25526,21 5(6,67$17 6(',0(17 %$* :29(1 *(27(;7,/( )$%5,& 2 &8%,& )227 7<3 92/80( 67$,1/(66 67((/ /2&.,1* %$1' 6(&85,1* %$* 72 )5$0( RECTANGULAR FILTER INLET PROTECTION NTS EC211 22778 C0-DETAILS '$7( 5(9,6,21 6&+('8/( '(6&5,37,21 %< SHEET TITLE 352-(&7 12. ),/( 1$0( '(6,*1(' %< 25,*,1$/ ,668( '$7( '5$:1 %< &/,(17 352-(&7 12. 5(9,(:(' %< EROSION & SEDIMENT CONTROL PLAN DETAILS C1-21 - ARA RJA/ARA DAJ ---- 22 &2 (526,21 6(',0(17 &21752/ 3/$1 '(7$,/6 &2 352-(&7 :,7+287 35,25 :5,77(1 &216(17. ,1&. $1' 0$< 127 %( 86(' &23,(' 25 '83/,&$7(' 7+,6 '2&80(17 ,6 7+( 3523(57< 2) , 6 *5283 B.M. ELEVATION=1032.32 %85< %2/7 21 ),5( +<'5$17 ($67 6,'( 2) *5$1' 35$5,( 3$5.:$< 1257+ 2) 6.(. (6.(5 5,'*( '5,9( '$7( ,668(' 6&+('8/( '(6&5,37,21 %< 32267 &,7< 68%0,77$/$5$ WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION221' &,7< 68%0,77$/$5$ 2235' &,7< 68%0,77$/$5$ 27+ &,7< 68%0,77$/$5$ BENCHMARK HYDRANT TNFH = 1041.88GRAND PRAIRIE PARKWAYPublic Utility EasementPer Bk 2013 Pg 10387SE PARKVIEW CROSSING DRIVE15SE TALLGRASS LANECommuni ty Cho ice C red i t Un ion CB T/C=1038.45 I= CB T/C=1038.40 I= STM MH R=1038.54 I= CB T/C=1038.41 I= CB T/C=1038.31 I=INITIAL BUILD 100 YEAR ELEVATIONFULL BUILD 100 YEAR ELEVATION30' Storm Sewer Easement perBk 2017 Pg 32662015' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 22230EXISTING 15"STORM SEWEREXISTING 18"STORM SEWEREXISTING 8" SANITARYEXISTING 8" SANITARYEXISTING 8" SANITARY15' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 104328" WATER MAIN8" WATERMAIN12" STORM SEWER24" STORM SEWER 2 4 " S T O R M S E W E R24" STORMSEWER24" STORM SEWER30 " S T O R M S E W E R8" WATER SERVICE30" STORM SEWEREXISTING 8" WATERMAINEXIS T I N G 8 " W A T E R M A I N EXISTING 8" WATERMAINEXISTING 8" WATERMAIN24" STORM SEWER24" STORM SEWER15" S T O R M S E W E R 20' Private Storm Sewer Easementper Book 2019, Page 104348" W A T E R M A I N 8" WA T E R M A I N 8" W A T E R M A I N 8" WATER M A I N 24" STORM SEWER36" STORM SEWER30" STORM SEWER24" STORM SEWER24" STOR M S E W E R 15" STOR M S E W E R 15" STORM SEWER8" WATERMAINTemporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFI CE BUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book 2019, Page 2419624' Access Easementper Book2019, Page 10435 10' PUEBK2019 PG113820' Private Sanitary Sewer EasementBK2019 PG1139Sanitary Sewer EasementPer Bk 2017 Pg 3264Private Ingress/Egress Easementover all of Outlot Aper BK 2018 PG 21993Public U t i l i t ies Easemen tper Bk 2018 Pg 22230 OFFI CE BUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V E UNNAMED ACCESS DRIVE EXISTING 8 " S A N I T A R Y EXISTING 8" SANITARY 30" S T O R M S E W E R 29'29'62'62'60'31'70'31'30" STORM SEWER30" STORM SEWER30" STORM SEWER12" S T O R M S E W E R Private Ingress/Egress Easementover all of Outlot Aper Book 2019, Page 1043322778 C2-EXIST DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY EXISTING SITE & REMOVAL PLAN C2-10 - ARA RJA/ARA DAJ ---- 19-22778 C2-10 EXISTING SITE & REMOVAL PLAN ---- ---- C2-10 0 SCALE IN FEET 40 80 REMOVE & SALVAGE EXISTING FLARED END SECTION & RIPRAP EXISTING PROPERTY LINE, TYP. PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA NOTE: REMOVE ALL EXISTING EROSION CONTROL BMP'S WITHIN DITCH. RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 P - Passenger CarP - Passenger CarP - Passenger CarP - Passenger Car P - Passenger Car P - Passenger Car P - Pass e n g e r C a r P - Passenger CarP - Passenger CarProposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement P - Passenger CarP - P a s s e n g e r C a r Public Utility EasementPer Bk 2013 Pg 10387SE PARKVIEW CROSSING DRIVE15SE TALLGRASS LANECommuni ty Cho ice C red i t Un ion30' Storm Sewer Easement perBk 2017 Pg 326620 15' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 2223015' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFI CE BUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book 2019, Page 2419624' Access Easementper Book2019, Page 1043510' PUEBK2019 PG113820' Private Sanitary Sewer EasementBK2019 PG1139Sanitary Sewer EasementPer Bk 2017 Pg 3264Private Ingress/Egress Easementover all of Outlot Aper BK 2018 PG 21993Public U t i l i t ies Easemen tper Bk 2018 Pg 22230 OFFI CE BUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V EUNNAMED ACCESS DRIVE29'29'62'62'60'31'70'31'Private Ingress/Egress Easementover all of Outlot Aper Book 2019, Page 1043314 9 9 8 11 7 9 11 11 12 14 15 8 13 15 14 13 213.3'92.7'82.9'9.9'41.8'11'36.9'17.5'12.3'17.6'61.3'6 22778 C3-SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN C3-10 - ARA RJA/ARA DAJ ---- 19-22778 C3-10 SITE PLAN ---- ---- C3-10 0 SCALE IN FEET 40 80 PAVEMENT LEGEND SYMBOL DESCRIPTION STANDARD CONCRETE PAVEMENT (7") CONCRETE SIDEWALK (4") PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA EXISTING PROPERTY LINE, TYP.19'9'19'9'19'9' TYP.17'9'24'38'24'10'26'24'24'24'19'19'24'19'24' R3.83' R3.83' R3.83' R131.66' R174' R3.83' R3.83' R3.83' R3.83' R3.83' R3.83' R3.83'R3.83' R3.83' R3.83' R3.83'6'9' TYP.17'24'19'19'SUDAS STANDARD TYPE A CONCRETE STEPS W/HANDRAIL ((34) 5" STEPS, 15" TREADS & HANDRAILS) (SEE DETAIL) BUILDING OVERHANG, TYP. (SEE ARCH) R3' 8' TYP. 8' TYP.24'R4' R3' 12' 20'60'50'74' 30' 12.47 ' 9' R4.5' R3.83' R10.88' R10.87' R50' R2'R3' R3' R3' R3' R3.83' 26' R20' R47.34' R19.34' R23.34' R10' R6' R7' R20.34' R4.33'R10' R3'R17.33' R3.83' R3' R3' R4.33' 8'8' 8' TYP. 8' TYP. R15' R15' R75'12.37'PROPOSED PROPERTY LINE, TYP. 12.2'10'PATIO PAVEMENT PAVERS 17'5'15.55'DRIVE THRU MENU BOARD DRIVE THRU WINDOW LOCATION R2' R5' R3.83'R77.34' R50' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9.25' 37.67' (3)BIKE RACKS, TYP. (SEE C0-21 SITE DETAILS)5' TRASH ENCLOSURE (SEE ARCH) PEDESTRIAN RAMP, TYP (SEE C812 SITE DETAILS) ADA BOLLARD AND SIGNAGE, TYP. (SEE C0-21 SITE DETAILS) STANDARD CONCRETE PAVEMENT WITH INTEGRAL CURB AND GUTTER (7"), TYP. (SEE CO-21 SITE DETAILS) ELECTRICAL TRANSFORMER PAD, TYP. R22.66' IRRIGATION METER IRRIGATION METER MONUMENT SIGN LOCATION MONUMENT SIGN LOCATION 9' TYP. Proposed 24' Access Easement Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement SE PARKVIEW CROSSING DRIVECB T/C=1038.45 I= CB T/C=1038.40 I= STM MH R=1038.54 I= CB T/C=1038.41 CB T/C=1038.31 I=INITIAL BUILD 100 YEAR ELEVATIONFULL BUILD 100 YEAR ELEVATION15' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 22230EXISTING 18"STORM SEWEREXISTING 8" SANITARY15' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 10432 8" WATERMAIN 12" STORM SEWER24" STORM SEWER 2 4 " S T O R M S E W E R24" STORMSEWER24" STORM SEWER30 " S T O R M S E W E R8" WATER SERVICE30" STORM SEWER20' Private Storm Sewer Easementper Book 2019, Page 104348" W A T E R M A I N 8" WA T E R M A I N 8" W A T E R M A I N 8" WATER M A I N 36" STORM SEWER30" STORM SEWER24" STORM SEWER24" STOR M S E W E R 8" WATERMAINTemporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFICEBUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book2019, Page 10435Public U t i l i t ies Easemen tper Bk 2018 Pg 22230OFFICEBUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V EUNNAMED ACCESS DRIVE EXISTING 8 " S A N I T A R Y EXISTING 8" SANITARY 30" S T O R M S E W E R 29'29'62'62'30" STORM SEWER30" STORM SEWER30" STORM SEWER12" S T O R M S E W E R A-303 A-311 A-305 A-304 A-309 A-308 A-307 FES-301 P-311 P-309 P-308 P-307 P-303 P-304P-305 P-302 P-301 A-301 A-302 P-313 A-313P-314 A-314 GI-2 GI-2A S-2B S-2A S-1 A-312P-312 A-310 S-4A GI-4 GI-4 S-4B P-306 A-306S-3S-3A S-4 GI-3A S-3BS-1B GI-1A S-1A GI-1 S-2 P-310 SANITARY SEWER PIPE SCHEDULE PIPE NO. S-1 S-1A S-1B S-2 S-2A S-2B S-3 S-3A S-3B S-4 S-4A S-4B DRAIN FROM GI-1 GI-1A GI-2 GI-2A GI-3 GI-3A GI-4 INLET ELEVATION 1017.85 1018.25 1018.37 1017.94 1018.33 1018.46 1017.79 1018.39 1018.50 1017.82 1018.50 1018.50 DRAIN TO GI-1 GI-1A GI-1 GI-2 GI-2A GI-3 GI-3A GI-3 GI-4 OUTLET ELEVATION 1013.79 1017.85 1018.25 1017.85 1017.94 1018.33 1014.07 1017.79 1018.39 1017.79 1018.08 1018.39 PIPE SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" PIPE CLASS SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 PIPE GRADE 3.00% 3.00% 3.01% 2.44% 3.00% 3.00% 3.13% 3.00% 3.01% 4.01% 3.00% 3.01% PIPE LENGTH (FT) 135 13 4 3 13 4 119 20 3 1 14 3 EX SAN EX SAN BUILDING BUILDING BUILDING BUILDING *G.I. *G.I. * NOTE: THE GREASE INTERCEPTOR TO SERVE RETAIL BUILDING IS LABELED AS G.I. STORM DRAIN PIPE SCHEDULE PIPE NO. P-301 P-302 P-303 P-304 P-305 P-306 P-307 P-308 P-309 P-310 P-311 P-312 P-313 P-314 DRAIN FROM A-301 A-302 A-303 A-304 A-305 A-306 A-307 A-308 A-309 A-310 A-311 A-312 A-313 A-314 INLET ELEVATION 1020.31 1024.14 1032.22 1025.71 1026.48 1032.40 1022.71 1024.63 1026.33 1028.11 1032.94 1030.63 1029.26 1032.00 DRAIN TO FES-301 A-301 A-302 A-302 A-304 A-305 EX MH A-1 A-307 A-308 A-309 A-310 A-310 A-301 A-313 OUTLET ELEVATION 1015.52 1020.41 1024.24 1025.05 1025.91 1026.68 1022.51 1022.71 1024.73 1026.43 1028.21 1028.21 1028.55 1029.36 PIPE SIZE (IN) 36 36 36 15 15 15 18 18 15 15 12 15 12 12 MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP PVC PVC PIPE GRADE 2.18% 2.75% 4.06% 2.67% 1.26% 2.96% 2.70% 2.00% 2.00% 2.01% 6.75% 1.68% 3.00% 3.00% PIPE LENGTH (FT) 220 136 197 25 45 193 7 96 80 84 70 144 24 88 STORM DRAIN SCHEDULE STRUCTURE NO. A-301 A-302 A-303 A-304 A-305 A-306 A-307 A-308 A-309 A-310 A-311 A-312 A-313 A-314 STRUCTURE TYPE SW-401 SW-502 SW-502 SW-501 SW-511 SW-501 SW-401 SW-401 SW-502 SW-502 SW-501 SW-501 SW-502 SW-502 STRUCTURE SIZE (In) 60 Ø 72 Ø 60 Ø 36 x 24 36 x 24 36 x 24 48 Ø 48 Ø 48 Ø 48 Ø 36 x 24 36 x 24 48 Ø 48 Ø CASTING TYPE E TYPE R TYPE R TYPE R TYPE 6 TYPE R TYPE E TYPE E TYPE R TYPE R TYPE R TYPE R TYPE R TYPE R * TOP OF CASTING ELEVATION 1031.56 1037.07 1039.74 1036.57 1036.00 1035.85 1027.25 1034.18 1036.09 1036.90 1037.09 1036.50 1037.07 1037.11 INVERT ELEVATION 1015.24 1023.64 1032.72 1025.71 1026.48 1032.40 1022.71 1024.13 1025.83 1027.61 1032.94 1030.63 1028.76 1031.50 OUTLET PIPE P-301 P-302 P-303 P-304 P-305 P-306 P-307 P-308 P-309 P-310 P-311 P-312 P-313 P-314 STORM DRAIN APRON SCHEDULE APRON NO. FES-301 APRON SIZE (in) 36 APRON MATERIAL RCP INVERT ELEVATION 1015.52 PIPE NO. P-301 * TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = TOP BACK OF CURB BOX, NOT GUTTER ELEVATION UTILITY CROSSING TABLE CROSSING NUMBER SANITARY PIPE ELEVATIONS WATER PIPE ELEVATIONS STORM PIPE ELEVATIONS TOP=1023.50 BOT=1025.92 TOP=1015.92 BOT=1018.66 TOP=1018.92 BOT=1030.00 TOP=1030.00 BOT=1032.50 TOP =1029.00 BOT=1031.25 1 2 3 4 5 SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. GI-1 GI-1A GI-2 GI-2A GI-3 GI-3A GI-4 STRUCTURE TYPE CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT STRUCTURE SIZE (In) 6 Ø 6 Ø 6 Ø 6 Ø 6 Ø 6 Ø 6 Ø STRUCTURE MATERIAL PVC PVC PVC PVC PVC PVC PVC TOP OF CASTING ELEVATION 1019.03 1019.43 1037.64 1019.51 1036.83 1019.57 1019.67 INVERT ELEVATION 1017.85 1018.25 1017.94 1018.33 1017.79 1018.39 1018.39 PIPE NO. S-1 S-1A S-2 S-2A S-3 S-3A S-4A * NOTE: THE GREASE INTERCEPTOR TO SERVE RETAIL BUILDING IS LABELED AS G.I. 22778 C3-UTILITY DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN C3-20 - ARA RJA/ARA DAJ ---- 19-22778 C3-20 SITE UTILITY PLAN ---- ---- C3-20 0 SCALE IN FEET 40 80 EXISTING PROPERTY LINE, TYP. 1 FDC LOCATION FIRE RISER ROOM (SEE ARCH) GAS METER LOCATION ELECTRICAL TRANSFORMER ELECTRICAL CONDUIT (COORDINATE WITH UTILITY COMPANY FOR LOCATION AND SIZE) UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTES: 1.) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. 2.) ALL UTILITIES THAT ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF BUILDING ARE TO BE CONNECTED TO BUILDING BY MECHANICAL CONTRACTOR. 3.) ENSURE 18" VERTICAL SEPARATION BETWEEN ALL PROPOSED & EXISTING WATER, STORM & SANITARY UTILITIES. 4.) WATER SERVICE MUST HAVE 5.5 FT MINIMUM COVER. 5.) GASKETED JOINTS ARE REQUIRED FOR STORM SEWER OVER WATER MAIN CROSSINGS. 6.) GAS SERVICE AND METER TO BE INSTALLED AND SET BY THE CITY OF WAUKEE. CONNECT TO EXISTING SANITARY SEWER 47 CY RIPRAP CLASS D AND ENGINEERING FABRIC FOR EROSION STONE (SEE DETAIL) PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA 33' 7.16 2 HYDRANT ASSEMBLY, TYP. 6" PVC ROOF DRAIN, TYP. (SEE ARCH) 8" WATER SERVICE LOCATION (FIRE) 3" WATER SERVICE LOCATIONS (DOMESTIC) CONNECT TO EXISTING STORM SEWER MANHOLE EX MH A-1INV (N) = 1020.71' 8" PVC WATER SERVICE CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING STORM SEWER IRRIGATION WATER METER PIT 2" WATER SERVICE (DOMESTIC) 2" WATER SERVICE (DOMESTIC) GAS METER LOCATION 8" PVC WATER SERVICE 6" PVC WATER SERVICE 34'ELECTRICAL TRANSFORMER 4 3 5 8" X 6" WATER REDUCER GAS METER LOCATION 6" WATER SERVICE (FIRE) FIRE RISER ROOM (SEE ARCH) FDC LOCATION RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement BENCHMARK HYDRANT TNFH = 1041.88GRAND PRAIRIE PARKWAYPublic Utility EasementPer Bk 2013 Pg 10387SE PARKVIEW CROSSING DRIVE15SE TALLGRASS LANECommuni ty Cho ice C red i t Un ion30' Storm Sewer Easement perBk 2017 Pg 32662015' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 2223015' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFI CE BUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book 2019, Page 2419624' Access Easementper Book2019, Page 10435 10' PUEBK2019 PG113820' Private Sanitary Sewer EasementBK2019 PG1139Sanitary Sewer EasementPer Bk 2017 Pg 3264Private Ingress/Egress Easementover all of Outlot Aper BK 2018 PG 21993Public U t i l i t ies Easemen tper Bk 2018 Pg 22230 OFFI CE BUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V E UNNAMED ACCESS DRIVE29'29'62'62'60'31'70'31'Private Ingress/Egress Easementover all of Outlot Aper Book 2019, Page 1043301122778 C3-HYDRANT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY HYDRANT COVERAGE PLAN C3-30 - ARA RJA/ARA DAJ ---- 19-22778 C3-30 HYDRANT COVERAGE PLAN ---- ---- C3-30 0 SCALE IN FEET 40 80 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA HYDRANT COVERAGE LEGEND EXISTING HYDRANT PROPOSED HYDRANT R150' R150' 100 FT RADIUS FOR FDC 100 FT RADIUS FOR FDC FDC LOCATION FDC LOCATION RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement BENCHMARK HYDRANT TNFH = 1041.88GRAND PRAIRIE PARKWAYPublic Utility EasementPer Bk 2013 Pg 10387SE PARKVIEW CROSSING DRIVE15SE TALLGRASS LANECommuni ty Cho ice C red i t Un ion30' Storm Sewer Easement perBk 2017 Pg 32662015' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 2223015' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFI CE BUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book 2019, Page 2419624' Access Easeme n tper Book2019, Page 10435 10' PUEBK2019 PG113820' Private Sanitary Sewer EasementBK2019 PG1139Sanitary Sewer EasementPer Bk 2017 Pg 3264Private Ingress/Egress Easementover all of Outlot Aper BK 2018 PG 21993Public U t i l i t ies Easemen tper Bk 2018 Pg 22230 OFFI CE BUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V EUNNAMED ACCESS DRIVE29'29'6 2 '62'60'31'70'31'Private Ingress/Egress Easementover all of Outlot Aper Book 2019, Page 104331041104010391038 1039103810 3 7 1 0 3 91037103610351034103 7 1038 1038 1 0 3 7 10371 0 3 4 10351036103810331032 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1032 10 3 3 1035 1034 10361038 1015 1020 1025 1030 10351035 1012 1013 1014 1016 1017 1018 1019 1021 1021 1021 1022 1023 1024 10241024 1026 1027 1028 1029 1031 1032 1033 10331033 10341034 10361036 1037 10371038 1038103910391039 1 0 3 9 10 2 5 10 3 0 102 2 10221023102 4 1026102710281 0 2 9 103110321036103710371 0 3 7 1038 10381038 1040 1039 1041 1042 1040 1040 10361036 103710371038 10381039 1 0 3 9 1041 1035 1040 1033 1034 1036 10 3 7 10 3 7 1037 1037 1037 103 7 103 7103 7 1 0 3 7 1038 103 8 1038103 9 103 9 1039 1041 10 3 5 10351034 1 0 3 6 10361037103710381038103910371037 10391037 1037 10371037103710301035 22778 C4-GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OVERALL GRADING PLAN C4-10 - ARA RJA/ARA DAJ ---- 19-22778 C4-10 OVERALL GRADING PLAN ---- ---- C4-10 0 SCALE IN FEET 40 80 SEE C4-20SEE C4-21BENCHMARK HYDRANT TNFH = 1041.88 GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP & BOTTOM ELEVATIONS PROPOSED EMERGENCY OVERFLOW ELEVATION PROPOSED 100 YEAR ELEVATION MATCH EXISTING SPOT ELEVATION MATCH EXISTING TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES 1.) SEE GEOTECHNICAL REPORT 08185138-01 PREPARED BY TERRACON FOR CONSTRUCTION DIRECTIONS. 2.) PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XXTOP EL.BOTTOM EL.XXX.XXE.O.F.XXX.XX100 YR.XXX.XXMATCHXXX.XXMATCH-X.X% PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA RETAIL BUILDING 4,047 SF FFE = 1038.00 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement15' Public Water Main Easementper Book 2019, Page 113715' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434OFFICEBUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book2019, Page 1043526' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V E UNNAMED ACCESS DRIVE29'2 9 '62'62'-2.9 %-1.2%-1.4%-2.7%-1.8%-1.2%-1.1%-2.2%-1.6%-1.3%-2.3%-2.4% -1.0 % -1.4 % -1. 7 %-1.8% -0.7%-0.6%-4.8% -17.3 %-1.6%-0.4%-1.2%-0.6%-1.1%-1.0%-1 .5%-1.5%-2 .5%-1.1%-1.4%-1.2% -1.0%-1.0%-1.1%-1.0% -0.5%-1.5%-22.7%-13.5 %-10.0%2.7% -6.9% 0.0% -0.6%-1.3%-8.3%-3.4%-5.1%-5.5%-13.8%-22.4%-24.9%-24.2%-8.5% 10411040 1039 10381039103810 3 7 1 0 3 91037103610351034103 7 1038 1038 1 0 3 7 1037 1 0 3 4 1035103610381033 10351035 1031 1032 10331033 10341034 10361036 1037 10371038 1038103910391039 1 0 3 9 10401036103610371037103810381039 1 0 3 9 1039 10 3 5 10351034 1 0 3 6 1036103710371038-2.5%RIDGERIDGERIDGERI D G E RIDGE RIDGERIDGERI D G E RIDGE RIDGE -1.5%1037.581037.151 0 3 7 . 7 31037.721036.72E.O.F1036.59E.O.F1036.65E.O.F1035.8 5 E.O.F1032.081029.131039.951039.891039.951 0 4 0 . 3 0 1039.531038.751038.351038.151038.291038.641038.57 1038.28 103 8 . 2 7 1038. 2 3 1038. 3 6 1038.641037.11 1037.19 1 0 3 7 . 1 5 1037.15 1037.01 1036.14 1036. 2 91036.201034.40 1036.90 10 3 7 . 1 5 1036.961036.88 1036.7210 3 6 . 8 01036.501036.551037.221037.311037.231036.801036.71 1037.07 1037.211037.151037.161036.991036.94 1037.691037.45 1037.76 1037.68 10 3 7 . 5 5 1037.68 1037.861037.80 10 3 7 . 7 6 1037.891037.821037.89 10 3 7 . 7 7 1 0 3 9 . 2 2 1039.311039.171039.421039.56 1039.641039.821039.711038.361038.371038.251038.561038.59 1038.801038.811 0 3 7 . 4 0 1037.461037.321037.621037.70 1037.941037.881 0 3 7 . 3 5 1037.351037.291037.451037.45 1037.551037.551037.78 10 3 7 . 7 9 1037.86 1037.571037.57 1037.351037.221038.771037.841037.541037.351037.50 1037.64 1037.551037.151036.471036.361036.591036.691037.111037.27 1037.49 1037.321038.35103 8 . 2 7 1038.291038.501038.681038.441038.041038.34 1038.251038.131038.891038.851038.06 1037.9810 3 7 . 9 41037.891038.071037.991037.881037.761037.78 1037.88 1037.04 1037.14 1037.091037.501037.521036. 3 1 1036.431036.681037.861038.001037.911038. 0 0 1037.92 1038.001038.001035.751036.811036.701 0 0 - Y R1037.361037.451037.861 0 3 8 . 0 0 1037.941 0 3 8 . 0 01038.001037.261037.76 1037.81 10 3 7 . 0 7 1037.081037.241035.741 0 0 - Y R 1 0 3 6 . 5 0100-YR1036.32100-YR1036.28100-YR1036.67 100-YR 1 0 3 6 . 2 1 1 0 0 - Y R 1037. 6 3 1037. 6 6 1037.361037.201036.901037.82 1037.821 0 3 7 . 7 8 1037.311037.231 0 3 7 . 8 2 1037. 2 1 1037. 1 3 1 0 3 7 . 8 1 1037. 9 7 1039.681039.621039.511037.851039.79MATCH1 0 3 9 . 2 7MATCH1033. 4 4 MATC H 1032.48 MATCH 1 0 3 7 . 4 0E.O.F1037.0910 3 6 . 0 9 1036.66E.O.F1036.63E.O.F1037. 5 7 1037. 5 4 1037.771036.001037.861037.74 1037.501037.671039.681035.281037.491041.3310 3 7 . 0 71036.65E.O.F103910371037 10391037 1037 10371037103710301035 22778 C4-GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN C4-20 - ARA RJA/ARA DAJ ---- 19-22778 C4-20 DETAILED GRADING PLAN ---- ---- C4-20 0 SCALE IN FEET 20 40 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA EXISTING PROPERTY LINE, TYP. INSET E (SEE SHEET C4-22) INSET D (SEE SHEET C4-22) INSET A (SEE SHEET C4-22) INSET B (SEE SHEET C4-22) INSET C (SEE SHEET C4-22) RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement Private Storm Sewer Easementper Bk 2018 Pg 2199420' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading EasementCity of Waukee, Iowa-2.7%-1. 7 %-1.8%-4.8% -17.3 %-1.6%-0.4%-1.2%-0.6%-1.1%-1.0%-1 .5% -1.3% -1.4%-1.6%-1.1%-0.7%-0.9%-33.3%-35.9%-1.4%-1.2%-1.5%-22.7%-31.9%-32.5%-2.2%- 8 . 5%-4.0% -13.5 %-10.0%2.7% -6.9% -2 2 . 5 % 0.0%-1.3%10351034103 7 1038 1038 1037 1 0 3 4 10351036103810331032 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1032 10 3 3 1035 1034 10361038 1015 1020 1025 1030 1012 1013 1014 1016 1017 1018 1019 1021 1021 1021 1022 1023 1024 10241024 1026 1027 1028 1029 1031 1032 1033 1034 102 2 10221023-2.5%RIDGERIDGE RIDGE RIDGE-2 .0%1037.581037.151037.731037.721036.591035. 8 5 E.O.F 1 0 2 5 . 5 5 1032.081 0 2 9 . 1 3 1036.14 1036. 2 91036.201034.40 1036.961036.501036.551037.221037.311037.231036.801036.71 1037.07 1037.211037.151 0 3 7 . 6 9 1037.45 1037.76 1037.68 10 3 7 . 5 5 1037.68 1037.861037.80 10 3 7 . 7 6 1037.891037.821037.89 10 3 7 . 7 7 1037.091037.501037.521036. 3 1 1037.861038.001037.911038. 0 0 1037.92 1038.001038.001 0 3 5 . 7 5 1036.811037.361037.451037.861 0 3 8 . 0 0 1 0 3 7 . 9 41038.001038.001037.23 1 0 3 7 . 2 5 1037.261037.21 1037.66 1037.771037.341037.231 0 3 7 . 3 0 1037. 3 8 1 0 3 7 . 4 4 1037.76 1037.811037.171037.191038.001029.52 1028.50 1037.901037.901037.601037.821037.271037.341023.951023.871037.081035.181036.871037.241 0 3 6 . 6 4 1 0 0 -YR1036.85100-YR1037. 6 3 1037. 6 6 1037.361037.201036.901037.82 1037.821 0 3 7 . 7 8 1 0 3 7 . 3 1 1 0 3 7 . 2 3 1037.821037. 2 1 1037. 1 3 1 0 3 7 . 8 1 1037. 9 7 1032.48 MATCH 1036.63E.O.F1037.07E.O.F.1037.11E.O.F.1037. 5 7 1037. 5 4 1037.771036.001037.861037.74 1037.501037.671035.281037.501036.341035.501038.001038.00103 8 . 0 0 103 8 . 0 0 1037103710301035 22778 C4-GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN C4-21 - ARA RJA/ARA DAJ ---- 19-22778 C4-21 DETAILED GRADING PLAN ---- ---- C4-21 0 SCALE IN FEET 20 40 EXISTING PROPERTY LINE, TYP. PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA SUDAS STANDARD TYPE A CONCRETE STEPS W/ HANDRAIL ((34) 5" STEPS, 15" TREADS & HANDRAILS) (SEE DETAIL) 1034.00 1033.151033.221033.16 1 0 3 3 . 1 0 1033.20 1033.26 1033.71 1033.631033.251033.25 1033. 2 01033.30 1 0 3 3 . 8 1 1033.741033.85 1033. 17 1033.40-1.0%-1.0%-1. 0 % -1. 0 % -2. 5 % -3. 3 %-1.1%-1.1%-1.5%-1.9%-3 . 1 % -3. 2 % 1033.44-1.2%1.8 % 2.0 %-4.5%-4.7%-6.1%???-4.8% -6.9%-1.5%-1.5%1 0 3 4 10351 0 3 2 . 8 6 1032.94 -1.5%-2.0 % -1.9 % -1. 6 % 1034.40 1033. 4 4 MATC H 1032.48 MATCH 1035.2810401040.001040.441039. 6 0 1039.98 1039.591039.561039.72 1039.77 -0.4%-1 .0%-1.0%-1.0%-1.0% -0.9%1039.711039.66 -3.1% -2.5%1039.401039.44 -1.1%-1.1%???-1.9%-0.9%-1.4%-8.5%-1.0%-1.2%1041 10391 0 3 9 . 9 51039.951040.301039.681039.621039.79MATCH1039.27MATCHProposed 24' Access Easement 10 3 7 . 7 2 10 3 7 . 7 3 1 0 3 7 . 2 0 1 0 3 7 . 2 0 1 0 3 7 . 2 0 1 0 3 7 . 2 01037.631037.471037.861 0 3 7 . 8 2 1 0 3 7 . 8 11037.991038. 0 0 1 0 3 8 . 0 0 1037.821 0 3 8 . 0 0 1 0 3 7 . 4 5 1 0 3 7 . 4 5 1037.861 0 3 7 . 4 5 1037.861 0 3 7 . 4 5 -0.0%-0.0%-0.0% -7.6%-8.3%-8.3%-7.0%-1.0%-1.4%-1.5%-1.3%-0.5%-1.5%-2. 6 %-1.0%-1.5%-1.2%-1.5%-0.6%-4.5% -4.5%-1.5%-1.5%-0.1% -0.3%-1.5%-1.5%-1.5%-1.5%-1.5%-1.5%-1.5%-2.2%-7.2%-2.6%-3.5%-6.3%-1.2%-0.0%-0.0%-0.0%-1.5%-1.5%-0.0% 1037.95 1037.95 1038.00 1038.00 -1.5%-0.0% -0.0%-1.1%1038. 0 0 1038.001037.93103 7 . 8 0 1037.931037.6110 3 7 . 8 2 1037.89 1037.861038 1037.991037.80103 7 . 3 0 -4.5%1037.541037.581037.61 RIDGE 1037.901037.40103 7 . 4 3 10 3 7 . 4 9 1037.66 1037.561.5% 103 8 . 0 6 1037. 9 9 1038.09 1.5%-9.8%-3.6% -2.1% -2.1% 1037 . 6 2 1037.49 -0.1% -0.0% 1037.68 1037.80 10 3 7 . 7 6 1037.891037.8210 3 7 . 7 7 1037.861 0 3 8 . 0 0 1037.941037.241037.201 0 3 7 . 8 1 1037. 9 7 1 0 3 7 . 7 71037.501037.67Proposed 10' Private Water Main Easement 1036.921037.04 1037.09 1036.901036.981036.731037.021037.341037.011037.401037.051036.8610 3 7 . 7 2 10 3 7 . 7 3 1037.141036.911036.511 0 3 6 . 5 91036.611036.691036.771036.851 0 3 7 . 8 2 1037.811037.991038.001037.821038.001 0 3 8 . 0 0 1038. 0 0 1038.001038.001037.671038.001038.001038.001038. 0 0 1038.001038.001037.301037.301037.231037.231037.231037.231037.151 0 3 7 . 3 1 1 0 3 7 . 2 3 -0.0% -0.0% -4.3% -4.5% -5.0% -4.4%-1.0%-1.5%-1.3%-0.5%-1.5%-1.0% -1.0% -6.3% -6.3% -5.1% -5.1%-1.0%-1.5%-1.5%-3.1%-4.5%-2.2%-5.1%-5 .7%-2.2%-1.0%-1.0%-1.5%-1.5%-1.5%-1.5%-1.5%0.2%0.2%-1.0% 1 0 3 7 . 0 5 1036.80-1.4 % -1. 7 %-1.0%-1.8% -0.7% -0.6%-1.6% -0.6% -1.0%-1.0%-1.0%-1.5%-1.3%-1.1%-1.0%-1.8%-1.3%-1.0%-0.9%-1.1%-1.0%-1.2%-1.5%-1.0% -0.5%-0.5%-0.5% -0.8%-1.5%-1.5%-2.9%-3.0%-0.6%-0.6% -1.3% -1.2% -1.1% -0.3% -0.0%-1.5%-1.3%-15.0%- 5 . 8%-6.2%- 5 . 0% -3 .4%-2.1%-9.3%-2 .2% -10 .2% -6. 6 % - 4 . 7%-4.8%-10.2%1038 1 0 3 7 1037 -2.5%-2.5%RIDGERIDGE-0.1%1037.581037.151037.731037.721036.65E.O.F1036.90 10 3 7 . 1 5 1036.961037.04 1 0 3 6 . 4 31036.681036.50100-YR1036.32100-YR1037.82 1037.821037.781 0 3 7 . 3 1 1 0 3 7 . 2 3 1 0 3 7 . 8 2 1037. 2 1 1037. 1 3 1037.811037. 9 7 1036.65E.O.F10371036.981036.91 1037. 4 81037.391037.961038.001037. 9 1 -1.5%-1.4%-6.6%-7.9%-0.5%-0.1%-1.5%-1.5%-1.9%-5.0%-2.3%-1.5%-0.0% -0.0% -1.5% -1.5%-0.4%-0.5%-3.1%-5.3%-1.5%-1.5%-1.8%-10.0% -6. 6 % 1037103510361038 -4.9% -4.0% 1035. 8 5 E.O.F 1036. 2 91036.201034.40 1036. 3 1 1037.911038. 0 0 1037.92 1038.001038.001035.751036.811037.361037.451037. 6 3 1037. 6 6 1037. 5 7 1037. 5 4 22778 C4-GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN C4-22 - ARA RJA/ARA DAJ ---- 19-22778 C4-22 DETAILED GRADING PLAN ---- ---- C4-22 0 SCALE IN FEET 10 20 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA INSET C INSET B INSET A INSET D INSET E CURB TRANSITION CURB TRANSITION, TYP. RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 LOT 1LOT 2ST - (24) 3 2 2 15' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement OFFICEBUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book2019, Page 1043526' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V E UNNAMED ACCESS DRIVE EXISTING 8 " S A N I T A R Y EXISTING 8" SANITARY 29'29'62'62'(6) PS (4) JB (1) JB (5) TY (14) ST (8) SG (12) ST (3) JB (1) SH (5) TY (4) JB (11) SG (20) ST (4) JB (5) TY (16) ST (1) AE (5) JB (1) AE (12) ST (10) GL (8) ST (10) TY (13) ST (9) ST (3) TH (5) GL(2) GL(2) AE (4) GL(6) GL (2) TY (3) GL (8) ST (3) GL (4) TY (1) PT (1) PT (1) PT (1) PT(1) PT (1) PT (3) FS (2) SC (2) TY (3) GL (8) ST (3) GL (4) TY (3) GL (2) SG (2) SG (3) GL (5) SG (5) TY (5) SG (5) SG (5) TY (16) ST (4) JB (1) AE (6) GL (3) JB (7) GL (1) QB (2) SH (1) JB (14) GL (5) SG (20) ST (2) AG (4) JB (8) JB (6) GL (1) SH (2) GL(6) SG (1) QB(1) QB (4) SG (6) TY(1) JB (1) SH (6) GL (7) TY (1) QB (4) SG (2) SH (4) GL (6) GL (4) CK (3) GL (3) SH (9) SG (1) QB (8) TY (1) QB (1) JB (2) GL (1) SM (2) GL (1) JB (1) JB (2) GL (1) AG (2) GL (1) JB (1) JB (2) GL (2) GL (1) JB (1) SM (21) ST (5) JB (1) AE (23) ST (1) AE (1) JB (2) GL (1) AG (2) GL (1) JB (1) JB (2) GL (1) AE (2) GL (1) JB (3) GL (5) SG (3) TY (10) SG (8) TY (3) SG (6) ST (1) FS (1) AE (2) GL (4) SG EVERGREEN TREE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE FS 4 Fat Albert Colorado Blue Spruce Picea pungens glauca `Fat Albert` 6` Ht B & B PS 6 White Pine Pinus strobus 6` HT MIN B & B OVERSTORY TREE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE AE 8 Accolade Elm Ulmus x `Morton` 2" CAL B & B 6` HT MIN AG 4 Autumn Gold Ginkgo Ginkgo biloba `Autumn Gold` 2" CAL B & B 6` HT MIN PT 6 American Planetree Platanus occidentalis 2" CAL B & B 6` HT MIN QB 8 Northen Red Oak Quercus borealis 2" CAL B & B 6` HT MIN SH 10 Skyline Honey Locust Gleditsia triacanthos `Skyline` 2" CAL B & B 6` HT MIN SM 3 Legacy Sugar Maple Acer saccharum `Legacy` 2" CAL B & B 6` HT MIN UNDERSTORY TREE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE SC 2 Spring Snow Crabapple Malus x `Spring Snow` 2" CAL B & B 10` HT MIN TH 3 Thornless Hawthorn Crataegus crus-galli `Inermis` 2" CAL B & B 10` HT MIN EVERGREEN SHRUBS QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE JB 57 Buffalo Juniper Juniperus sabina `Buffalo` 5 GAL CONT 12" HT MIN TY 82 Tauton Yew Taxus x media `Tauntonii` 5 GAL CONT 24" HT MIN ORNAMENTAL GRASSES QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE CK 4 Feather Reed Grass Calamagrostis x acutiflora `Karl Foerster` 1 GAL CONT 18" HT MIN SG 88 Switch Grass Panicum virgatum `Shenandoah` 1 GAL CONT 18" HT MIN ST 229 Prairie Dropseed Sporobolus heterolepis `Tara` 1 GAL CONT 12" HT MIN SHRUBS QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE GL 124 Gro-Low Fragrant Sumac Rhus aromatica `Gro-Low` 5 GAL CONT 24" HT MIN GROUND COVERS QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE SOD 26,674 SOD BLUEGRASS SOD SOD SF PLANT SCHEDULE CODE DESCRIPTION QTY DETAIL 1 CLEAN RIVER GRAVEL 2"35.84 cy 2 HARDWOOD MULCH 93.12 cy 3 BLACK STEEL EDGING 516 lf REFERENCE NOTES SCHEDULE 22778 C5-LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE RESTORATION & PLANTING PLAN C5-10 - ARA RJA/ARA DAJ ---- 19-22778 C5-10 SITE RESTORATION & PLANTING PLAN ---- ---- C5-10 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA SEE SE ENCOMPASS DRIVE PLANS FOR RIGHT-OF-WAY PLANTING NOTE: SEE SHEET C5-20 FOR LANDSCAPE DETAILS AND NOTES 0 SCALE IN FEET 30 60 AS REQUIRED IN THE CITY OF WAUKEE, IOWA ZONING CODE AND KETTLESTONE DESIGN GUIDELINES LOT DATA: 140,713 SF = TOTAL LOT AREA K-PUD = LOT'S ZONING DISTRICT 540 LF = LENGTH OF SETBACK BETWEEN R.O.W. AND PARKING 21,107 SF = REQUIRED OPEN SPACE / 21,608 SF PROVIDED (CODE: 15% OF TOTAL LOT AREA, 140,713 x 15% = 21,107) 21,608 SF = OPEN SPACE SHOWN (15.35% OF LOT AREA) PLANTING REQUIREMENTS PER OPEN SPACE: 1.5 OVERSTORY / 1000 SF (25% SHALL BE EVERGREEN / CONIFEROUS) 0.5 UNDERSTORY / 1000 SF 2 SHRUBS / 1000 SF 35,179 SF / 1000sf x 1.5 = 52.76 OR 53 OVERSTORY TREES REQUIRED / 53 PROVIDED (14 EVERGREEN) 35,179 SF / 1000sf x 0.5 = 17.58 OR 18 UNDERSTORY TREES REQUIRED / 18 PROVIDED 35,179 SF / 1000sf x 2 = 70.34 OR 71 SHRUBS REQUIRED / 71 PROVIDED PLANTING REQUIREMENTS PER OFF-STREET PARKING AREAS: ALL PARKING ISLANDS SHALL HAVE A MINIMUM 1 OVERSTORY TREE ALL ISLANDS TO BE PLANTED WITH A GROUND COVER AND / OR MULCHED SETBACK BETWEEN R.O.W. AND PARKING AREA SHALL BE LANDSCAPED WITH A MINIMUM: 540 LF OF R.O.W. / 50 LF = 10.8 X (2) = 22 OVERSTORY TREES REQUIRED / 22 PROVIDED 540 LF OF R.O.W. / 50 LF = 10.8 X (8) = 87 SHRUBS REQUIRED / 87 PROVIDED TOTAL PLANTS SHOWN ON PLAN 53 OVERSTORY TREES 18 UNDERSTORY TREES 14 EVERGREEN TREES 291 SHRUBS, 512 PERENNIALS & GRASSES CITY LANDSCAPE REQUIREMENTS SOD SOD SOD LOT 2 SITE SUMMARY ZONING:KO-F/PD-1 SITE/LOT AREA:12,900 SF / 0.296 AC. IMPERVIOUS AREA:9,816 SF / 0.225 AC. GREENSPACE PROVIDED:3,084 SF / 0.071 AC. (23.9%, REQUIRED 25%)* LOT 1 SITE SUMMARY ZONING:KO-F/PD-1 SITE/LOT AREA:127,813 SF / 2.93 AC. IMPERVIOUS AREA:109,289 SF / 2.50 AC. GREENSPACE PROVIDED:18,524 SF / 0.43 AC. (14.5%, REQUIRED 15%)* 22778 C5-LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY RESTORATION & PLANTING NOTES & DETAILS C5-11 - ARA RJA/ARA DAJ ---- 19-22778 C5-11 RESTORATION & PLANTING NOTES & DETAILS ---- ---- C5-11 REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP, TWINE - REMOVE THESE AND ALL NON-BIODEGRADIBLE MATURIALS FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL. DO NOT TAMP SOIL, BUT SATURATE WITH WATER THROUGHOUT BACKFILL PROCESS. EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH WITHIN 3" OF TRUCK. WHEN IN PLANT BED, SUBSTITUTE WITH PLANT BED MULCH. ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES TREES 8'+TREES 6'-8' SET ROOT FLAIR ABOVE GRADE 3" WHEN STAKED, ATTACH 1/2" WIDE NYLON STRAPPING SNUGLY AROUND TRUCK AND, WITH SOME LOOSENESS, TO STAKES AS SHOWN NOTE: * AVOID STAKING UNLESS NECESSARY. * NO STAKING TREES UNDER 6'. STAKING DIAGRAM MUST MAINTAIN TRUNK IN VERTICAL ORIENTATION MULCH - PER PLANS & NOTES PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE LANDSCAPE EDGING AND STAKING - PER PLANS & NOTES SUBGRADE - PER PLANS & NOTES MULCH, PER PLANS & NOTES BACKFILL PLANTING PIT PER SHRUB PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL / CONTAINER MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL / CONTAINER - TILL ALL PLANTING BEDS TO A MINIMUM DEPTH OF 6" THROUGHT PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" ROOTBALL DIA 2 TIMES ROOTBALL DIA DEPTH OF ROOTBALL CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS OR SMALLER CONTAINER DIA 2 TIMES CONTAINER DIA SHRUB PLANTING DETAIL NO SCALE LANDSCAPE EDGING DETAIL NO SCALE TREE PLANTING DETAIL NO SCALE UNDISTURBED SOIL EDGE OF PLANTING BED - PER PLANS & NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF STRUCTURE OR PAVING PLANT PERIMETER AT SPECIFIED SPACING UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS LAYER OF MULCH AS INDICATED ON PLAN TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH PLANTING SOIL FROM A LOCAL SOURCE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS OR SMALLER PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB PERENNIAL PLANTING DETAIL NO SCALE PLAN SECTION 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 3.LAWN AREAS SHALL HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 4.ALL PLANTING BEDS SHALL RECEIVE AMENDED SOIL AT A RATE OF 1 CY PER 1,000 SF. AMENDED SOIL TO BE LOCALLY SOURCED AND TILLED TO A MINIMUM 6" DEPTH. 5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. 6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND OWNER. 9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 10.PROVIDE SHREDDED HARDWOOD AND ROCK MULCHES IN ALL PLANTING BEDS AND PARKING ISLANDS PER THESE PLANS. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. FOR TREES NOT LOCATED IN PARKING ISLANDS, OR PLANTING BEDS, PROVIDE HARDWOOD MULCH RING PER PLANTING DETAILS. 11.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 12.PLANTING BED EDGING SHALL BE ROLLED-TOP STEEL EDGING PAINTED GREEN, OR EQUAL, w/ LANDSCAPE STAKING IN ALL AREAS WHERE PLANTING BED MEETS LAWN AREAS. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.ALL TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED. SOD SECTIONS SHALL BE NO SMALLER THAN 24" X 36" STAKED IN PLACE WITH BIODEGRADABLE SOD STAKES WHEN SLOPE IS STEEPER THAN 5:1 OR WHEN CONDITIONS REQUIRE. GENERAL PLANTING NOTES PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA RETAIL BUILDING 4,047 SF FFE = 1038.00 ENCOMPASS BUILDING 22,645 SF (FOOTPRINT) 44,697 GROSS SF (2 FLOORS) FFE = 1038.00 Proposed 24' Access EasementLOT 1LOT 2Proposed 10' Private Water Main Easement Existing 24' Private Storm Sewer Easement SE PARKVIEW CROSSING DRIVE15' Public Water Main Easementper Book 2019, Page 1137Private Storm Sewer Easementper Bk 2018 Pg 21994Publ i c W a t e r M a i n E a s e m e n t per B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o r m S e w e r E a s e m e n t per B k 2 0 1 8 P g 2 1 9 9 4Public U t i l i t ies Easemen tper Bk 2018 Pg 22230 15' Public Water Main Easementper Book 2019, Page 1043215' Public Water Main Easementper Book 2019, Page 1043220' Private Storm Sewer Easementper Book 2019, Page 10434Temporary Grading Easement FUTURE TRAIL(BY OTHERS)OF F I C E B U I L D I N G 6 , 2 0 2 S F FF E = 1 0 3 1 . 0 0 OFFICEBUILDING(3,959 1ST FLOOR SF)(6,777 TOTAL SF)FFE=1038.5024' Access Easementper Book2019, Page 10435Public U t i l i t ies Easemen tper Bk 2018 Pg 22230OFFICEBUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.5024' Access EasementBK2019PG10435City of Waukee, Iowa26' Private Access Easementper Book 2019, Page 10435S E E N C O M P A S S D R I V EUNNAMED ACCESS DRIVE29'29'62'62'Private Ingress/Egress Easementover all of Outlot Aper Book 2019, Page 10433AA1AA2AA3AA4AA51AA1AA1AA122778 C6-LIGHTING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY - ARA RJA/ARA DAJ ---- 19-22778 C6-10 PHOTOMETRICS PLAN ---- ---- C6-10 0 SCALE IN FEET 40 80 FOOTCANDLE LEGEND MANUFACTURER/MODEL NUMBER LIGHT FIXTURE SCHEDULE STYLETYPE LAMPS REMARKS Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as an acceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications. AA1 (1) ALT2-P35-180L-4K-FGL (1) #PTRS20-61120 HEAD(S) SITE POLE SINGLE HEAD POLE 20'-0" POLE(1) 213W LED KIM LIGHTING / LIGHT POLE DETAIL N.T.S.1 AA2 (2) 2SL-ALT4-P35-180L-4K-FGL (1) #PTRS20-61120 HEAD(S) SITE POLE DOUBLE HEAD @ 90 POLE 20'-0" POLE(2) 213W LED KIM LIGHTING / AA3 (2) 2SB-ALT4-P35-180L-4K-FGL (1) #PTRS20-61120 HEAD(S) SITE POLE DOUBLE HEAD @ 180 POLE 20'-0" POLE(2) 213W LED KIM LIGHTING / AA4 (3) 3ST-ALT4-P35-180L-4K-FGL (1) #PTRS20-61120 HEAD(S) SITE POLE TRIPLE HEAD @ 90 POLE 20'-0" POLE(3) 213W LED KIM LIGHTING / AA5 (4) 4SC-ALT4-P35-180L-4K-FGL (1) #PTRS20-61120 HEAD(S) SITE POLE QUAD HEAD @ 90 POLE 20'-0" POLE(4) 213W LED KIM LIGHTING / 4@90 FIXED ARM MOUNT 3@90 FIXED ARM MOUNT 2@180 FIXED ARM MOUNT 2@90 FIXED ARM MOUNT 1@90 FIXED ARM MOUNT PHOTOMETRICS PLAN C6-10 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE DATE ISSUED SCHEDULE DESCRIPTION BY 03/24/20 1ST CITY SUBMITTAL ARA WAUKEE IOWA LOT 1 AND LOT 2 THE SHOPS AT KETTLESTONE NORTH PLAT 8 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION04/07/20 2ND CITY SUBMITTAL ARA 04/21/20 3RD CITY SUBMITTAL ARA 05/05/20 4TH CITY SUBMITTAL ARA LEVEL 1 0' -0" LEVEL 2 18' -0" B.O. ROOF 31' -6" C BD T.O. PARAPET 41' -6" AEGFE.5 B.3B.4 1 A800 2 A800 LEVEL 1 0' -0" LEVEL 2 18' -0" B.O. ROOF 31' -6" CB D T.O. PARAPET 41' -6" A E GFE.5B.3B.4 1 A800 2 A800 LEVEL 1 0' -0" LEVEL 2 18' -0" B.O. ROOF 31' -6" 245689113 T.O. PARAPET 41' -6" 7 1103.25.87.4 2.912 3 A800 4 A800 LEVEL 1 0' -0" LEVEL 2 18' -0" B.O. ROOF 31' -6" T.O. PARAPET 41' -6" NICHIHA "ROUGHSAWN" -TOBACCONICHIHA "VINTAGEWOOD" -BARK NICHIHA "ARCHITECTURAL BLOCK" -GRAYCURTAINWALL -DARK BRONZESTOREFRONT -DARK BRONZE PARAPET FLASHING -DARK BRONZEMISC METALS MESH SCREENING -GRAY CABLE RAILING 3 A800 4 A800 SEAL: SHEET NUMBER / TITLE: REVISION: DATE: ISSUE: DATE: PROJECT LOCATION: PROJECT NO.: DRAWN BY: CHECKED BY: PROJECT INFORMATION: CLIENT: CONSULTANT: EDIT THE TITLEBLOCK FAMILY TO INCLUDE CLIENT CONTACT INFO AND LOGO HERE - RELOAD & SAVE A COPY OF THE TITLEBLOCK FAMILY TO YOUR PROJECT FOLDER <Client Representative> <Client Company> <Client Street Address> <City, ST Zip Code>© COPYRIGHT WILKUS ARCHITECTSN O T F O R C O N S T R U C T IO N Exterior Elevations A700 2020.01.24 <2018-0000> <Drafter Initals> WAUKEE, IA <P.M. Initials> Elevations ENCOMPASS - MULTI-TENANTBUILDING1/8" = 1'-0"A700 PLAN EAST ELEVATION1 1/8" = 1'-0"A700 PLAN WEST ELEVATION3 1/8" = 1'-0"A700 PLAN NORTH ELEVATION4 1/8" = 1'-0"A700 PLAN SOUTH ELEVATION5 PERFORATED METAL "GREY"GLAZING METAL FLASHING "BLACK" NICHIHA VINTAGEWOOD "BARK" NICHIHA SANDSTONE "GENTLE GRAY" NICHIHA ROUGHSAWN "TOBACCO" 878 SF 9% 2,266 SF 23% 2,093 SF 22%917 SF 9%2,696 SF 28%893 SF 9% HM METAL DOORS - PAINTED "GREY"GLAZING METAL FLASHING "BLACK" NICHIHA VINTAGEWOOD "BARK" NICHIHA SANDSTONE "GENTLE GRAY" 173 SF 5% 1,192 SF 32% 1,608 SF 44%456 SF 12%248 SF 7% GLAZING METAL FLASHING "BLACK" NICHIHA VINTAGEWOOD "BARK" NICHIHA SANDSTONE "GENTLE GRAY" NICHIHA ROUGHSAWN "TOBACCO" 1,328 SF 35% 1,098 SF 29%290 SF 8%471 SF 13%560 SF 15% 1/8" = 1'-0"A700 PLAN NORTH ELEVATION4 GLAZING METAL FLASHING "BLACK" NICHIHA VINTAGEWOOD "BARK" NICHIHA SANDSTONE "GENTLE GRAY" NICHIHA ROUGHSAWN "TOBACCO" 3,450 SF 41% 3,657 SF 43%636 SF 8% 490 SF 6% 196 SF 2% Level 1 1,845 SF Glazing - 694 SF (37%) Level 2 1,902 SF Glazing - 634 SF (33%) Level 1 4,504 SF Glazing - 1,065 SF (24%) Level 2 5,239 SF Glazing - 1,201 SF (23%) Level 1 1,856 SF Glazing - 460 SF (25%) Level 2 1,821 SF Glazing - 732 SF (40%) Level 1 4,515 SF Glazing - 1,794 SF (40%) Level 2 3,914 SF Glazing - 1,656 SF (42%) Mechanical Parapet Mechanical Parapet Mechanical Parapet Mechanical Parapet Mechanical ParapetMechanical Parapet WILKUS ARCHITECTS EXTERIOR A-4 2565 SE ENCOMPASS DRIVE - WAUKEE, IA 02/03/2020 SD -V9 WILKUS ARCHITECTS EXTERIOR A-5 2565 SE ENCOMPASS DRIVE - WAUKEE, IA 02/03/2020 SD -V9 WILKUS ARCHITECTS EXTERIOR A-6 2565 SE ENCOMPASS DRIVE - WAUKEE, IA 02/03/2020 SD -V9 MAIN LEVEL 0" T.O. PARAPET 3 20' -0" T.O. PARAPET 1 17' -6" COP COP SID-2 SID-2SID-2SID-1 SF SF SID-1 SID-2BR BR SF COP SF COP T.O. PARAPET 2 18' -3" S IG H T L IN E SIGHT LINERTU-2RTU-1 SID-1 BR BR SID-1 BR COP BACK OF PARAPET COP SIG HT LINESIGHT LINERTU-2 RTU-1 BR SID-1 COP BR SID-2 SF ? RTU-1 RTU-2 SIGHT LINESIGHT LINE RTU-1 SIGHT LINE RTU-2 COP SID-2 SID-1 SID-1 BRBR BR BR SF COP COP S I GHT L I NES IG HT LINE R T U-1SIGHT LINE R T U-2 RTU-2 RTU-1 1,805 SF ZIGGI'S COFFEE 2,217 SF TENANT 2 f: 515.961.0468 P R O P E R TY O F D O W N IN G C O N S TR U C TIO N , IN C .THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC. ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED! PLAN NO. = DWG. LIST REVISIONS ORIGINAL CONSTRUCTION DOCUMENT DRAWN BY: www.downingconstruct.com www.downingplanroom.com 509 East Scenic Valley Ave. Indianola, Iowa 50125 p: 515.961.5386 BID SET - NOT FOR CONSTRUCTION TRB L-100RETAIL ENCOMPASSLOT 1 KETTLESTON NORTH PLAT 8WAUKEE, IA20-020 04/03/2020 LEASING PLAN 03/16/2020 04/03/2020 BID SET --/--/---- --/--/---- --/--/---- --/--/---- SCALE:3/16" = 1'-0"2 COLOR - FRONT ELEVATION SCALE:1/8" = 1'-0"3 COLOR - REAR ELEVATION SCALE: 1/8" = 1'-0" 4 COLOR - LEFT ELEVATION SCALE: 1/8" = 1'-0" 5 COLOR - RIGHT ELEVATION SCALE: 3/16" = 1'-0" 1 LEASING PLAN SCALE:6 COLOR - FRONT 3D VIEW Area Schedule (Rentable/ Lease Spaces) Name Area TENANT 2 2,217 SF ZIGGI'S COFFEE 1,805 SF 4,022 SF EXTERIOR MATERIAL LEGEND MARK DESCRIPTION BR NICHIHA FIBER CEMENT: MODERN BRICK; COLOR: MIDNIGHT COP METAL COPING: CLEAR ANODIZED SF STOREFRONT; CLEAR ANODIZED SID-1 NICHIHA FIBER CEMENT: INDUSTRIALBLOCK; LIGHT GREY SID-2 NICHIHA FIBER CEMENT: ROUGHSAWN; TOBACCO TRUE NORTH EXTERIOR MATERIAL SCHEDULE ELEVATION FIBER CEMENT SF GLAZING AREA SF. MATERIAL AREA TOTAL SF. GLAZING PERCENTAGE BRICK PATTERN SF PANEL PATTERN SF WOOD PATTERN SF FRONT ELEVATION 247 224 234 708 1413 50% RIGHT ELEVATION 314 507 69 300 1190 25% LEFT ELEVATION 210 752 113 120 1195 10% BACK ELEVATION 224 1062 0 0 1286 0% CONCRETE TRENCH FOOTING TO BELOW FROST (TYP.) PIN TRASH ENCLOSURE 6" PIPE BOLLARD (CONCRETE FILLED) Ta Ta Tb Tb T1 T1 8"(W)x8(H)"x16(L)" CMU WALL 9' - 0"4"6" CONCRETE SLAB 6 T-100 TYP. Tcl 2"x2"x1/4" METAL TUBE FRAME (PAINTED TO MATCH NICHIHA PANEL) METAL VERTICAL SIDING (TO MATCH NICHIHA PANEL) #5 REBAR w/ NON-SHRINK GROUT @ 4' - 0" O.C.8' - 8"T3 T3 12' - 0" #5 REBAR w/ NON-SHRINK GROUT @ EACH CORNER #5 REBAR w/ NON-SHRINK GROUT @ EACH END (2) #5 REBAR w/ NON- SHRINK GROUT @ THIS SIDE NICHIHA FIBER CEMENT PANEL: MODERN BRICK; COLOR: MIDNIGHT GRADE 0" Ta Tb 6" PIPE BOLLARD 6' - 0"1"3' - 6"B.O. PIER FOOTING T.O. MASONRY 1st COURSE HT.2' - 11"7"6' - 0"1"3' - 6"METAL CAP TO MATCH NICHIHA PANEL 6" PIPE BOLLARD CONCRETE TRENCH FOOTING METAL TUBE FRAME (PAINTED TO MATCH NICHIHA PANEL) T1 7"2' - 11"METAL HORTIZONTAL SIDING (TO MATCH NICHIHA PANEL ) T3 CONCRETE PIER FOOTING B.O. PIER FOOTING T.O. MASONRY 1st COURSE HT. T-500 8 TYP. LATCH HINGE GRADE B.O. PIER FOOTING (2) VERTICAL #5 REBAR @ EACH FACE (2) HORIZONTAL #5 REBAR @ TOP & BOTTOM (LAP SPLICES 2' - 0") UNDISTURBED EARTH OR APPROVED SUB-GRADE6' - 0"1"3' - 6"TRENCH FOOTING 1' - 6" T.O. FOOTING8"2' - 11"GRADE OR SITE PAVING (SEE SITE PLAN) T.O. MASONRY 1st COURSE HT. CAULKING w/ BACKER ROD #5 REBAR @ TOP & BOTTOM @ 2' - 0" O.C. #5 REBAR DOWELS @ 4' - 0" o.c. 1/2" EXPANSION JOINT #5 REBAR w/ NON-SHRINK GROUT @ 4' - 0" o.c. TRASH ENCLOSURE SIDE EXTERIOR SIDE CLEAR 3" MIN. CMU BOND BEAM FASTENERS ON SIDE ONLY 9"9" SEAL SEALER PRE-FINISHED METAL CAP TO MATCH NICHIHA PANEL 3/8"x6" ANCHOR BOLTS @ 6' - 0" o.c. w/ MIN. OF (2) PER SILL & 8" TO 12" MAX. FROM CORNERS & OPENINGS SOLID WOOD CHAMFER SLOPED DBL. LAYER 3/4" PLYWOOD SHEATHING 8"(D)x8"(H)x16"(L) CMU w/ NON-SHRINK GROUT w/ BLOCK SEALER ON BOTH SIDES CENTER OF FOOTING & CMU WALL ABOVE NICHIHA FIBER CEMENT PANEL: MODERN BRICK; COLOR: MIDNIGHT GRADE 0" TaTb 3' - 6"1"6' - 0"6" PIPE BOLLARD 7"2' - 11"B.O. PIER FOOTING T.O. MASONRY 1st COURSE HT. T1T3 SCALE:1/2" = 1'-0"1 TRASH ENCLOSURE PLAN SCALE: 1/4" = 1'-0" 5 RIGHT ELEVATION SCALE:1/2" = 1'-0"2 FRONT ELEVATION SCALE:1" = 1'-0"6 TYP. ENCL. WALL SECTION f: 515.961.0468 P R O P E R TY O F D O W N IN G C O N S TR U C TIO N , IN C .THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC. ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED! PLAN NO. = DWG. LIST REVISIONS ORIGINAL CONSTRUCTION DOCUMENT DRAWN BY: www.downingconstruct.com www.downingplanroom.com 509 East Scenic Valley Ave. Indianola, Iowa 50125 p: 515.961.5386 SCHEMATIC DESIGN PLAN(S) - NOT FOR CONSTRUCTION TRB T-100RETAIL ENCOMPASSLOT 1 KETTLESTON NORTH PLAT 8WAUKEE, IA20-020 --/--/---- TRASH ENCLOSURE PLANS, ELEVATIONS, & SECTIONS SCALE: 1/4" = 1'-0" 3 LEFT ELEVATION SCALE: 1/4" = 1'-0" 4 REAR ELEVATION 03/19/2020 --/--/---- --/--/---- --/--/---- --/--/---- --/--/----