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Home My WebLink About2018-10-15-K12 Lush Dental_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 15, 2018 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lush Dental (2505 SE Encompass Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Dr. Mike Louscher, requests approval of a site plan to allow for the construction of two single-story dental office building. The proposed building is 6,710 square feet in area. The first floor is intended to be used for the dental clinic. The second floor is intended to be utilized as living quarters for the clinic owner. The subject property is located south of SE Tallgrass Lane and west of Grand Prairie Parkway. The proposed project is located within the Kettlestone master planned area. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Development and Building Standards Ordinance and the Kettlestone Design Guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the October 9, 2018 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lush Dental (2505 SE Encompass Drive) City Planner, Andy Kass, introduced the request for approval of a site plan for a dental clinic, as made by the applicant Dr. Mike Louscher. The Subject property is located south of SE Tallgrass lane and Ease of SE Parkview Crossing Drive, Containing approximately 0.71 acres. Mr. Kass advised that the project would include the construction of a 6,710 square foot in area Dental Clinic and second story living quarters for the owner of the practice. The proposed site plan also identifies the trash enclosure in the southwest corner of the parking lot. Access to the property will be provided on the west side of the site off of the private Street, SE Encompass Drive. This street will be extended with future phases of development from SE Tallgrass Lane to Grand Prairie Parkway. Until that time, a temporary turnaround has been indicated on the out lot to the south for emergency vehicles. Mr. Kass advised that public utilities will be extended to the site with storm water detention provided in the regional detention basin located to the north of the subject property. All landscape, open space, parking and lighting plans meet the required guidelines for the Kettlestone District. K12 At this time staff recommends approval of the site plan for Lush Dental subject to any remaining staff comments.  Commissioner Broderick questioned what the square footage of the living space on the second floor is. a representative of the applicant advised it is approximately 2,350 square feet.  Commissioner Streit clarified if the intent is for only the owner of the practice to reside there. Mr. Kass advised that is a provision in the Planned Development. Commissioner Broderick moved to approve the site plan for Lush Dental (2505 SE Encompass Drive) subject to any remaining staff comments. Commissioner Hoifeldt seconded the motion. Ayes: Sandie, Streit, Tietz, Broderick, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: The site plan and building elevations comply with all applicable ordinances and policies. There ae some remaining staff comments that need to be addressed. Staff is working with the applicant to address the remaining comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 18- APPROVING THE SITE PLAN FOR LUSH DENTAL (2505 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 Lush Dental, subject to remaining staff comments on October 9, 2018; AND, WHEREAS, the Site Plan for Lush Dental is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lush Dental is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 15th day of October, 2018 that the Site Plan for Lush Dental is approved subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lush Dental – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: October 5, 2018 MEETING DATE: October 9, 2018 GENERAL INFORMATION Applicant / Owner: Dr. Mike Louscher Engineer: Nathan Gruver, P.L.A., with ISG Request: The applicant is requesting approval of a site plan for a dental clinic. Location and Size: Property is located south of SE Tallgrass Lane and east of SE Parkview Crossing Drive, containing approximately 0.71 acres. Property Address: 2505 SE Encompass Drive AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. October 5, 2018 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 Holmes Murphy Office K-OF (Kettlestone Office District) West Kettlestone Ridge Neighborhood Single Family Residential R-2 (One & Two Family Residential 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. The proposed project will be the first phase within the Kettleview Development. PROJECT DESCRIPTION The site plan identifies the construction of a 6,710 square foot dental clinic. The proposed building is two stories with an overall maximum height of 30-feet. The first floor of the proposed building will be a dental clinic and the second floor will include living quarters for the owner of the dental practice. The Planned Development that was approved as part of the rezoning for the Kettleview Development allows for the second story apartment on this lot. In addition to the proposed building the site plan identifies the proposed trash enclosure in the southwest corner of the parking lot. ACCESS AND PARKING Access to the property will be provided on the west side of the site off of SE Encompass Drive, a private street. SE Encompass Drive will be extended from SE Tallgrass Lane to just beyond the entrance to the subject property as part of the first phase of the Kettleview Development. Future phases will extend SE Encompass Drive to Grand Prairie Parkway. A temporary turnaround has been indicated on the site plan on the outlot to the south to allow for emergency vehicles a place to turnaround on the site. A total of 22 parking spaces are required for the site and the site plan identifies a total of 25 parking spaces. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed along the south side of SE Tallgrass Lane as part of the improvements to the site. Sidewalks will also be provided along one side of the street internal to the development. UTILITIES Utilities to the site will be extended from existing water main and sanitary sewer that is located along SE Tallgrass Lane. 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. October 5, 2018 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 25% of the project area is required to be open space. The total amount of open space proposed is 36%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The building is proposed to include glazing, cultured stone, three different varieties of fiber cement paneling, steel awnings, and metal roofing. The trash enclosure will incorporate the same stone 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. Material samples will be available for review at the Planning & Zoning Commission meeting. PHOTOMETRIC PLAN The site plan includes a photometric plan for the proposed site lighting. A total of two pole mounted lights are proposed for parking lot lighting. These proposed fixtures comply with the lighting requirements within the Kettlestone Design Guidelines. In addition to the parking lot lighting the photometric plans identifies 7 pedestrian level bollards with lighting surround the building. These fixtures comply with the requirements of the Kettlestone Design Guidelines. STAFF RECOMMENDATION Staff recommends approval of the site plan for Lush Dental subject to remaining staff comments. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 G0-TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA TITLE SHEET G0-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 LUSH DENTAL DEVELOPMENT WAUKEE, IOWA PROJECT INDEX: 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) CONSTRUCTION PLANS FOR: 1015 LOT LINE SITE IMPROVEMENTS SANITARY SEWER (PIPE WIDTH) OWNER: DR. MIKE LOUSCHER 85 LINDEN DRIVE MASON CITY, IA 50401 PH: (641) 420-6437 EMAIL: lushdds@gmail.com PROJECT .71 ACRES LOCATED DIRECTLY SOUTH OF TALLGRASS AVE EXISTING LEGAL DESCRIPTION: OUTLET "W" IN THE SHOPS OF KETTLESTONE NORTH PLAT 4, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA. PROPOSED LEGAL DESCRIPTION: PROPOSED LOT 1 TO BE PLATTED. ZONED: K-OF (KETTLESTONE OFFICE DISTRICT / PD-1 (PLANNED DEVELOPEMENT OVERLAY DISTRICT) PROJECT MANAGER: NATHAN GRUVER EMAIL: nathan.gruver@is-grp.com DOWNING CONSTRUCTION ISG PROJECT # 18-22051 PROJECT LOCATION B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRAIRIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE. MANAGING OFFICE: 508 EAST LOCUST STREET DES MOINES, IA 50309 PHONE: 515.243.9143 DES MOINES OFFICE SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND WITH THE 2018 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) FOR PUBLIC IMPROVEMENTS, UNLESS DIRECTED OTHERWISE. PROJECT DATUM 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. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JUNE, 2018 BY LANDMARK ENGINEERING GROUP. LOCATION MAP 0 SCALE IN FEET 1000 2000 OVERHEAD UTILITY UNDERGROUND UTILITY G0-10 TITLE SHEET ---- 18-22051 G0-10 GRAND PRAIRIE PARKWAYASHWORTH ROAD INTERSTATE I-80SE WESTOWN PAR K W A Y SE TALLGRASS LA N E SE UNIVERSITY AVENUE SE LA GRANT PARKWAYUTILITY CONTACTS: 1.CITY OF WAUKEE, IA WAUKEE, IA 50263 515-978-7920 2.ELECTRIC MID AMERICAN ELECTRIC 515-252-6632 3.WATER SERVICE CITY OF WAUKEE 515-978-7920 4.SANITARY SEWER WAUKEE PUBLIC WORKS DEPARTMENT 515-978-7920 5.STORM SEWER WAUKEE PUBLIC WORKS DEPARTMENT 515-978-7920 6.CITY STREETS WAUKEE STREETS DEPARTMENT 515-978-7920 7.NATURAL GAS WAUKEE PUBLIC WORKS DEPARTMENT 515-978-7920 8.TELEPHONE & INTERNET UNITE PRIVATE NETWORKS 515-321-3336 MEDIACOM 1-877-481-2225 9.CABLE MEDIACOM 1-877-481-2225 TITLE SHEET CONSTRUCTION NOTES PROJECT ESTIMATE & QUANITITIES REFERENCE SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS C1-30 SWPPP GENERAL INFORMATION & NOTES C1-40 SWPPP DETAILS C2-10 EXISTING SITE PLAN C3-10 PROPOSED SITE PLAN DRAWING INDEX G0-10 G0-11 G0-12 C0-30 C0-31 C0-32 C0-33 C0-34 C0-35 21 TOTAL DRAWINGS N S W E DOWNING CONSTRUCTION C3-20 PROPOSED UTILITY SITE PLAN C5-20 PLANTING NOTES & DETAILS C4-10 PROPOSED GRADING SITE PLAN C5-10 PLANTING PLAN NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES DATE ISSUED SEAL SHEETS COVERED BY THIS SEALPROFESSI O N AL LAND S C A P E ARCHITECTI OWA I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. NATHAN S. GRUVER 00655 NATHAN SCOTT GRUVER 06/30/2019 04/16/2015 C3-10, C4-10, C5-10 & C5-20 PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES DATE ISSUED 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 ALAN JOHNSON 12/31/2019 01/30/2012 G0-10 - C4-10 PRE CONSTRUCTION EROSION & SEDIMENT CONTROL PLANC1-10 PROPOSED EROSION & SEDIMENT CONTROL PLANC1-20 C7-10 SITE LIGHTING PLAN & PHOTOMETRIC PLAN C6-10 PROPOSED TRASH ENCLOSURE 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 G0-TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA CONSTRUCTION NOTES G0-11 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 G0-11 CONSTRUCTION NOTES ---- 18-22051 G0-11 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 2018 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.SEEDING AND FERTILIZING IS INCLUDED IN THIS CONTRACT. 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 PROJECT GENERAL NOTES 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 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). 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 ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY 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 ENGINEER BEFORE PROCEEDING WITH THE WORK. DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 G0-TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROJECT ESTIMATES & QUANTITIES REFERENCES G0-12 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 G0-12 PROJECT ESTIMATES & QUANTITIES REFERENCES ---- 18-22051 G0-12 DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 8"18"6"13 12"6" 3 1 R3" R12" R3" HORIZONTAL LINE7"2 NOTES: LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SLOPE 0.06 FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. DO NOT INSTALL 6" BARRIER PORTION OF CURB WHERE ZERO-HEIGHT CURB IS CALLED OUT ON THE PLANS. FOLLOW NOTE 2 FOR SLOPING OF ZERO-HEIGHT CURB. 1 2 1 CONCRETE CURB & GUTTER NTSNTS CONCRETE PAVEMENT HEAVY-DUTY 7" CONCRETE SLAB (MIN 4000 PSI) MODIFIED SUBBASE 7"12"12" SUBGRADE PREPARATION HORIZONTAL LINE MATCH CONCRETE CURB & GUTTER SECTION SEE PLAN FOR LOCATION SECTION TO MATCH CONCRETE CURB SHOE ROTATED TO DRAIN SEE PLAN FOR LOCATION SLOPE TO DRAIN 2.0% (TYP) NTS CONCRETE CURB & GUTTER REVERSE PITCH NTS CONCRETE PAVEMENT HEAVY-DUTY 6" CONCRETE SLAB (MIN 4000 PSI) MODIFIED SUBBASE 6"12"12" SUBGRADE PREPARATION SD400NTS VERTICAL RAIN LEADER 4" PERIMETER DRAIN HORIZONTAL ROOF DRAIN, SIZE VARIES. 6" PVC LEADER 45° FITTING 6" PVC REDUCER 4" DOWNSPOUTBUILDING LINE FINISH FLOOR (SEE PLANS) 18 GAUGE ALUMINUM R 1 - 1 / 2 " T Y P 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. NTS ACCESSIBLE PARKING SIGN ℄ ±10.0'±8.0'±12.0'±8.0' PEDESTRIAN AREA PARALLEL PARKING ±12.0' TRAVEL LANE TRAVEL LANE ON STREET PARKING ±10.0' PEDESTRIAN AREA r/w r/w ±15.0' PARKWAY AREA ±15.0' PARKWAY AREA NTS TYPICAL ACCESS ROAD SECTION 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-30 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-30 SITE DETAILS ---- 18-22051 C0-30 DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-31 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-31 SITE DETAILS ---- 18-22051 C0-31 DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-32 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-32 SITE DETAILS ---- 18-22051 C0-32 DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-33 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-33 SITE DETAILS ---- 18-22051 C0-33 DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-34 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-34 SITE DETAILS ---- 18-22051 C0-34 DOWNING CONSTRUCTION SUDAS CURB TO BE USED UNLESS OTHERWISE SPECIFIED ON PLAN NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C0-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE DETAILS C0-35 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C0-35 SITE DETAILS ---- 18-22051 C0-35 DOWNING CONSTRUCTION SUDAS SIDEWALK DETAIL TO BE USED UNLESS OTHERWISE SPECIIFIED ON PLAN NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 1035 10 3 4 1 0 3 3 1 0 3 3 1 0 3 2 1 0 3 1 1 0 3 3 1 0 3 2 1 0 3 1 1 0 3 0 1 0 2 9 1 0 2 8 1 0 2 7 1 0 2 6 10 3 0 1 0 2 5 103 0 1 0 3 5 1 0 3 6 1031SE PARKVIEWTempora ry Easemen tPer Bk 2013 Pg 10390 8" WAT E R M AI N SE T A L L G R A S S L A N E 102510301 0 3 5 1 0 2 3 1024102610271028102910311032103310361 0 3 6 1 0 3 6 10371037103709/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C1-SWPPP THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PRE CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN C1-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 DOWNING CONSTRUCTION LUSH DENTAL DEVELOPMENT 18-22051 C1-10 PRE CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN ---- 18-22051 C1-10 EROSION CONTROL LEGEND SYMBOL DESCRIPTION UNITS QUANTITY SYMBOL DESCRIPTION UNITS QUANTITY EXISTING STORM DRAIN INLET PROTECTION EACH 2 *PERIMETER CONTROL LF 531 EXISTING DRAINAGE ARROW * PERIMETER CONTROL SHALL BE SILT FENCE ONLY, PER SUDAS SPECIFICATION 9040-2.13 ** QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. *** THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. **** SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE: 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. 0 SCALE IN FEET 30 60 EXISTING TEMPORARY SEDIMENT BASIN EXISTING CONTOURS, TYP PROPERTY LINE, TYP 15' SANITARY SEWER EASEMENT STABILIZED CONSTRUCTION EXIT CONCRETE WASHOUT CONCRETE WASHOUT AREA EACH 1 STABILIZED CONSTRUCTION EXIT EACH 1 AREA OF DISTURBANCE IS 162,660 SF / 3.73 ACRES. NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. KETTLESTONE REGIONAL STORMWATER DETENTION B ASIN TO FOX CREEK- REFER TO KETTLESTONE MASTER PLAN DOCUMENTS AND CONSTRUCTION DOCUMENTS ON FILE WITH THE CITY OF WAUKEE FOR MORE INFORMATION. ***** CONCRETE WASHOUT CONTAINERS: PROVIDE ROLLOFF TYPE METAL CONTAINER THAT IS LEAK PROOF AND DESIGNED SPECIFICALLY FOR COLLECTION OF CONCRETE AND CONCRETE WASHWATER. WHEN CONCRETE PUMPER TRUCKS ARE UTILIZED, PROVIDE A RAMP OR OTHER MEANS TO ALLOW ACCESS FOR PUMPER TRUCKS. PROVIDE INLET PROTECTION TO EXISTING INTAKE. ANTICIPATED LOCATION PROPOSED TEMPORARY SEDIMENT BASIN NOTE: DE-WATER EXISTING TEMPORARY SEDIMENT BASIN, COLLECT DIMENSION AND ELEVATION INFORMATION AS NEEDED TO VERIFY VOLUME. CONSTRUCT NEW BASIN IN PROPOSED LOCATION AND PROVIDE EQUIVALENT VOLUME PER FIELD COLLECTED INFORMATION. EXISTING SEDIMENT BASIN AREA=30,343 SF PROPOSED SEDIMENT BASIN AREA=30,500 SF cp MAGNAIL 7 1036.39 SE PARKVIEWSE T A L L G R A S S L A N E ENCOMPASS DR IVE 103 01030 1030102610271028102910311031103110321029 1028 1027 1 0 2 6 10 3 7 1 0 3 6 1 0 3 5 1 0 3 4 10 3 3 1034 10 3 3 103 2 103 1 103 0 10 2 9 102810271026102510241 0 2 5 1026102 7 1028 10 2 9 10 3 0 10 3 1 10 3 2 10 3 3 103410 3 5 1 0 3 4 10331 0 3 2 1 0 3 1 1 0 3 0 1 0 2 9 1 0 2 8 1 0 2 7 1 0 2 6 1 0 2 5 1 0 2 4 10 2 311 SPACES 5 SPAC E S 9 SPACES DW ELEC.#1 ELEC.#2PROPOSED BUILDING6,710 SF.FFE = 1031.001030 1033 1032 1031 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C1-20-SWPPP THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROPOSED EROSION & SEDIMENT CONTROL PLAN C1-20 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C1-20 PROPOSED EROSION & SEDIMENT CONTROL PLAN ---- 18-22051 C1-20 EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY SILT FENCE, PER SUDAS SPECIFICATION 9040-2.13 LF 1520 2573.502 PROPOSED STORM DRAIN INLET PROTECTION EACH 2 PROPOSED DRAINAGE ARROW * PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. ** QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. *** THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. **** SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE: 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. DOWNING CONSTRUCTION PROPERTY LINE, TYP EXISTING CONTOUR, TYP NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. KETTLESTONE REGIONAL STORMWATER DETENTION BASIN TO FOX CREEK - REFER TO KETTLESTONE MASTER PLAN DOCUMENTS AND CONSTRUCTION DOCUMENTS ON FILE WITH THE CITY OF WAUKEE BY FOTH ENGINEERING FOR MORE INFORMATION. CLASS "E" REVETMENT, TYP. STABILIZED CONSTRUCTION ENTRANCE / EXIT CONCRETE WASHOUT 2573.503 TEMPORARY WASTEMATERIALS STORAGEPROPOSEDSTAGING &MATERIALSLOCATION LIMITS OF DISTURBANCE 3.73 ACRES AREA OF DISTURBANCE IS 162,660 S.F. / 3.73 ACRES PROPOSED CONTOUR, TYP CONCRETE WASHOUT AREA STABILIZED CONSTRUCTION EXIT EACH 1 EACH 1 0 SCALE IN FEET 30 60 TEMPORARY TOPSO ILSTORAGE LOCAT ION PROVIDE INLET PROTECTION TO EXISTING INTAKE. ULTIMATE DISCHARGE TO KETTLESTONE REGIONAL STORMWATER DETENTION BASIN INTO FOX CREEK. ANTICIPATED LOCATION PROPOSED TEMPORARY SEDIMENT BASIN DIVERSION BERM, TYP NOTE: DE-WATER EXISTING TEMPORARY SEDIMENT BASIN, COLLECT DIMENSION AND ELEVATION INFORMATION AS NEEDED TO VERIFY VOLUME. CONSTRUCT NEW BASIN IN PROPOSED LOCATION AND PROVIDE EQUIVALENT VOLUME PER FIELD COLLECTED INFORMATION. EXISTING SEDIMENT BASIN AREA=30,343 SF PROPOSED SEDIMENT BASIN AREA=30,500 SF NOTE: MAXIMUM AREA PERMITTED TO SINGLE SILT FENCE = 1/4 ACRE PER 100 FT PROPOSED TRIBUTARY AREA TO SILT FENCE=3.73 ACRES LENGTH OF SILT FENCE REQUIRED=1492 LF LENGTH OF SILT FENCE PROVIDED=1520 LF 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C1-SWPPP THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SWPPP GENERAL INFORMATION & NOTES C1-30 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C1-30 SWPPP GENERAL INFORMATION & NOTES ---- 18-22051 C1-30 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, 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. 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. DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 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. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C1-SWPPP THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SWPPP DETAILS C1-40 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C1-40 SWPPP DETAILS ---- 18-22051 C1-40 CONCRETE WASHOUT LOCATION WILL BE APPROVED BY ENGINEER CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. NOTES: DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 102510301 0 3 5 1026102710281 0 2 9 10311032103310341 0 3 4 1 0 3 6 103710 3 7 1 0 2 3 10241 0 2 5 1 0 3 0 1 0 3 5 1 0 2 3 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1031103210331 0 3 4 1 0 3 610371037 SE T A L L G R A S S L A N E 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C2-EXIST THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE -- WAUKEE IOWA EXISTING SITE PLAN C2-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C2-10 EXISTING SITE PLAN ---- 18-22051 C2-10 EXISTING SITE LEGEND STORM DRAIN SANITARY SEWER WATER MAIN GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FIBER OPTIC FENCE LINE PROPERTY / LOT LINE EASEMENT LINE CONTOURS (MAJOR) CONTOURS (MINOR) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. 100 101 0 SCALE IN FEET 20 40 LOT 1 ZONING DISTRICT K-PUD: KETTLEVIEW PLAN UNIT DEVELOPMENT 31,068 SQ FT, 0.71 AC PROPERTY LINE (TYP) BOUNDARY LINE (TYP) LIGHT POLE (TO BE PROTECTED) SANITARY SEWER MANHOLE (TO BE PROTECTED) SANITARY SEWER MANHOLE (TO BE PROTECTED) STORM SEWER MANHOLE (TO BE PROTECTED) STORM SEWER CATCHBASIN (TO BE PROTECTED) LIGHT POLE (REMOVE & RELOCATE) EXISTING TEMPORARY SEDIMENT BASIN CITY OWNED GREENSPACE EXISTING CONTOUR, TYP. DOWNING CONSTRUCTION 15' SANITARY SEWER EASEMENT BK 2017 PG 3264 EXISTING TEMPORARY EASEMENT BK 2013 PG 190 NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. EXG REGIONAL STORMWATER DETENTION BASIN61' R IGHT OF WAY1616TEMPORARY EASEMENT PER BK 2013 PG 10390 EXISTING FIRE HYDRANT 11 SPACES 5 SPA C E S 9 SPACES DW ELEC.#1 ELEC.#2PROPOSED BUILDING6,710 SF.FFE = 1031.00SE T A L L G R A S S L A N E ENCOMPASS DR IVE 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C3-SITE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROPOSED SITE PLAN C3-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C3-10 PROPOSED SITE PLAN ---- 18-22051 C3-10 0 SCALE IN FEET 20 40 SITE SUMMARY ZONING:K-OF (KETTLESTONE OFFICE DISTRICT) / PD-1 (PLANNED DEVELOPMENT OVERLAY DISTRICT) SITE/LOT AREA:31,068 SQ. FT. / .71 AC. IMPERVIOUS AREA:19,841 SQ. FT. / .46 AC. GREENSPACE PROVIDED:11,227 SQ. FT. / .25 AC. PARKING REQUIREMENTS (PER CITY CODE) BUSINESS AREA 4,840 SF 1 PER 250 SF RESIDENTIAL AREA 4,840 SF 2 PER UNIT TOTAL 7,202 SF 22 STALLS REQ/ 25 PROVIDED 9'9'9' (TYP ) 19' (TY P) PROPERTY LINE (TYP) EXISTING LIGHT POLE (TYP) ACCESSIBLE PARKING SIGN & POST (SEE DETAILS) 4" WIDE PARKING STRIPE (TYP) PROPOSED 4" MIN PCC SIDEWALK SCREEN STRUCTURE, REFER TO C6-10 FOR COMPLETE DETAIL FUTURE AREAS SHOWN FOR PLANNING AND COORDINATION PURPOSES ONLY AND ARE NOT PART OF THIS SITE PLAN SUBMITTAL TEMPORARY GRAVEL TURNAROUND CITY STANDARD 40' MIN RADIUS W/ GRANULAR SURFACE 8" THICK WITH 4" THICK, 3" THICK GRADATION ROCK BASE W/ 4" THICK 1" ROAD STONE TOP DOWNING CONSTRUCTION NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. RELOCATED LIGHT POLE, COORDINATE WITH CITY OF WAUKEE FOR FINAL APPROVAL SUDAS TYPE A DRIVEWAY SEE DETAIL, SHEET C0-34 SUDAS TYPE A DRIVEWAY SEE DETAIL, SHEET C0-34 24' 19'24' 14' 55'117'49'35' 11'24'10'18' 6'24'19'21' 10'9'28'26' BULK REGULATIONS FRONT YARD SETBACK (REQUIRED FORM ALL PUBLIC/ PRIVATE STREET FRONTAGE)0 FT SIDE YARD SETBACK 0 FT REAR YARD SETBACK 0 FT PRINCIPLE BUILDING PERIMETER SETBACK FROM ADJOINING SFR 50 FT MINIMUM PRINCIPLE BUILDING SEPARATION 25 FT MINIMUM PRINCIPLE AND ACCESSORY BUILDING SEPARATION n / a DETACHED ACCESSORY STRUCTURE SETBACKS n / a PRINCIPLE STRUCTURE MAXIMUM HEIGHT MIN 2 STORIES MAX 8 STORIES MINIMUM % OPEN SPACE 15 - 25% MAXIMUM FAR 0.35 MAXIMUM DU / AC n / a MINIMUM LOT SIZE n / a MINIMUM LOT WIDTH n / a BUILDING TYPE n / a 0 SIDE Y A R D S E T B A C K0 FRONT YARD SETBACK 0 SIDE Y A R D S E T B A C K 0 REAR YARD SETBACK(3)BIKE RACK LANDSCAPE FORMS STYLE = EMERSON COLOR = MERCURY CONTRACTOR SHALL COORDINATE WITH THE CITY ON LOCATION AND COORDINATE WITH PLANS FOR PUBLIC GREENWAY PROPOSED ELECTRICAL TRANSFORMER LOCATION (BY MID AMERICAN) PROPOSED UNDERGROUND ELECTRICAL (BY MID AMERICAN) EXISTING STORM SEWER INTAKE EXISTING STORM SEWER MANHOLE R = 1028.71 I (W) = 1022.53 I (E) = 1022.37 EXISTING 24" STORM SEWER EXISTING SANITARY SEWER MANHOLE R = 1033.11 I (W) = 1018.35 I (E) = 1018.35 EXISTING 24" STORM SEWER EXISTING 24" STORM SEWER EXISTING SANITARY SEWER MANHOLE R = 1026.56 I (W) = 1009.70 I (N) = 1009.53 I (E) = 1009.44 41' EX 8" SA NI T A R Y S E W E R 37'193'100' TRASH ENCLOSURE LOCTIONR25R11R4 R11 R9R4 R4R4 R4R4 R2 R4R40PROPOSED INGRESS/EGRESS EASEMENT PROPOSED PERMANENT 20' STORM SEWER EASEMENT PROPOSED 10' WATERMAIN EASEMENT R25 R5 20' 62' PROPOSE 10' SANITARY SEWER EASEMENT 10' 10' PAVEMENT LEGEND SYMBOL DESCRIPTION 8" PCC PAVEMENT 6" PCC PARKING AND DRIVEWAY 7" PCC PAVEMENT 4" PCC SIDEWALK 6" PCC SIDWALK REVERSE PITCH CONCRETE CURB & GUTTER 11 SPACES 5 SPA C E S 9 SPACES DW ELEC.#1 ELEC.#2PROPOSED BUILDING6,710 SF.FFE = 1031.00SE T A L L G R A S S L A N E 5 SPACES5 SPACES10 SPACES7 SPACES2 SPACE S FUTURE BUILDING FUTUREBUILD INGENCOMPASS DR IVE 01233FES-1 R=1020.26 I=1018.68 A-4 R=1029.45 I=1022.32 P-4 77'x 1 8" R C P @ 1. 8 3 % A-5 R=1025.67 I=1020.92 P-5 123' x 1 8 " @ 1. 8 3 % A-1 R=1031.70 I=1026.55 P-1 31' x 1 2" @ 1. 0 0 %P-2 167 'x 12 " @ 1 .00% A-2 R=1031.38 I=1026.24 A-3 R=1032.07 I=1024.57 P-3 (15") STORM DRAIN APRON SCHEDULE APRON NO. FES-1 APRON SIZE (in) 18 APRON MATERIAL RC INVERT ELEVATION 1018.68 PIPE NO. P-5 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 P-5 DRAIN FROM A-4 A-5 INLET ELEVATION 1026.24 1024.57 1022.32 1022.32 1020.92 DRAIN TO A-5 FES-1 OUTLET ELEVATION 1026.55 1026.24 1024.57 1020.92 1018.68 PIPE SIZE (IN) 12 12 15 18 18 MATERIAL RCP RCP RCP RCP RCP PIPE CLASS RCP RCP RCP RCP RCP PIPE GRADE 1.00% 1.00% 3.03% 1.83% 1.83% PIPE LENGTH (FT) 31 167 74 77 123 STORM DRAIN SCHEDULE STRUCTURE NO. A-1 A-2 STRUCTURE TYPE SW-501 SW-401 STRUCTURE SIZE (In) 36 x 24 48 Ø STRUCTURE MATERIAL RC RC CASTING FRAME GRATE COVER FRAME GRATE COVER PAY HEIGHT LN FT 7.13 4.75 * TOP OF CASTING ELEVATION 1029.45 1025.67 INVERT ELEVATION 1022.32 1020.92 OUTLET PIPE P-1 P-2 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C3-SITE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROPOSED UTILITY PLAN C3-20 22051 BLF/DNA NSG/DNA DAJ 08/21/18 DOWNING CONSTRUCTION LUSH DENTAL DEVELOPMENT 18-22051 C3-20 PROPOSED UTILITY PLAN ---- 18-22051 C3-20 0 SCALE IN FEET 20 40 FUTURE AREAS SHOWN FOR PLANNING AND COORDINATION PURPOSES ONLY AND ARE NOT PART OF THIS SITE PLAN SUBMITTAL PROPOSED ELECTRICAL TRANSFORMER LOCATION (BY OTHERS) EX STORM SEWER MANHOLE R = 1028.71 I = 1022.53 24" (W) I = 1022.37 24" (E) EX SANITARY SEWER R = 1026.56 I = 1009.70 (W) I = 1009.53 (N) I = 1009.44 (E) EX SANITARY SEWER R = 1033.11 I = 1018.35 (W) I = 1018.35 (E) PROPOSED GAS LINE (BY OTHERS)PROPOSED UNDERGROUND ELECTRICAL (BY OTHERS) PROPOSED SANITARY SEWER LINE INV=1026.5 PROPOSED STORM SEWER LINE ROOF DRAIN / DOWNSPOUT COLLECTION TILE, REFER TO DETAIL FIRE HYDRANT ASSEMBLY NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 124 LF OF 8" PVC STORM @ 1.00% (MINIMUM) FIRE DEPT CONNECTION CONNECT TO EXISTING SANITARY SEWER w/ WYE CONNECTION INV=1018.95 23 LF OF 6" PVC SDR 23.5 @ 3.2% SANITARY SEWER SANITARY SEWER CLEANOUT W/ HEAVY DUTY CASTING INV=1026. 1 PIPE CROSSING ELEVATIONS I WATER ≈ 1023.70 I EX STR SEWER ≈ 1022.20 I WATER ≈ 1023.54 I EX SAN SEWER ≈ 1012.17 SEE NOTE 19-20 1 2 2 EX 8" W A T E R M AI N EX STORM SEWER INTAKE RELOCATED CITY LIGHT FIXTURE COORDINATE STREET LIGHT RELOCATION WITH MIDAMERICAN ENERGY EX 24" S T O R M S E W E R EX 8" SANITARY SEWER EX 24" ST O R M S E W E R EX 8" SA NI T A R Y S E W E R CONNECT TO EXISTING 8" WATER MAIN WITH AN 8" TAPPING SLEEVE AND VALVE BY BORING UNDERNEATH ROADWAY 8" WATER MAIN 6" HYDRANT, VALVE & REDUCER DOMESTIC WATER CONNECTION PROPOSED PERMANENT INGRESS/EGRESS EASEMENT 15' SANITARY SEWER EASEMENT BK 2017 PG 3264 FIRE RISER ROOM PROPOSED PERMANENT STORM SEWER EASEMENT 2" COPPER DOMESTIC 6" C900 PVC FIRE 6" C900 PVC WATERMAIN 34'10' CLASS E REVETMENT 37 TONS DW ELEC.#1 ELEC.#2PROPOSED BUILDING6,710 SF.FFE = 1031.008" WAT E R M AI N SE T A L L G R A S S L A N E 1031103210301032 . 0 7 103 2 . 1 2 1031. 9 2 10 3 2 . 3 5 1030.99 1030.711030.771030.96103 1 . 1 91030.291030.80 1030. 9 2 1030.881030.961031.021031.021030.36 1029. 7 0 1029.9 0 1030 . 4 2 1030.311029.5 4 1 0 2 9 . 4 7 1030.7 71031.611031.271031.521031.771032.601032.281030.67ENCOMPASS DR IVE 103 2 . 1 0 1 0 3 2 . 2 7 1030.631030.2 7 1030.2 7 1030.751030.36 1030.82 1030.84 1030.8 3 1030.8 1 1030.951030.3 9 1030.471030.3 4 10 3 0 . 4 21031.021030.931031. 2 2 1031. 2 6 1031. 1 9 1030.5 4 1029.8 3 1029.7 6 1029.781029. 8 6 1030.061030.1810 3 0 . 2 6 1029.971030.691030.33 103 0 . 9 9 103 1 . 3 9 103 1 . 0 2 1031.021031.021031.0210 2 9 . 5 0 1030.101030.191030.011028.801029.461030.37 1030.59 1030.47 102 9 . 9 1 1029.7 6 1029.5 11031 10301030 10301026102710281029103110 2 6 10 2 7 1028 1029 102 9 . 5 8 1029.83 1028.93 103 0 1029 1031 1 0 2 3 1 0 2 4 1 0 2 5 1026102710281029103010311032103310341035 1034 1033 1032 10 3 1 1030 1 0 2 9 1028102 7 102610251030.27 1025102510241026.001026.001031.141025.67 102 5 . 3 1 1030.8 5 102 9 . 9 8 103 0 . 0 5 103 0 . 1 6 1030.77 1030.2 6 1030.2 8 1032. 2 3 1031. 9 6 1031. 8 1 1031. 7 51030.221030.231030.141030.311030.371030.20 1030.081030.901032.261030.04 1030.14 1031.4 1 1031.6 2 1029.4 4 1030.0 7 103 1 . 5 5 103 1 . 4 7 1 0 3 1 . 3 2 1031.3 9 1031.37 1 0 3 1 . 2 7 1033 1030 1032 1031 1030.15?? ?1029.111027.581025.281024.861030.751030.731030.501031.011031.421032.041032.341032.101031.801031.191031.951029.34103 0 . 8 3 1031.19 1032.111030.25 1030.0710 3 0 . 8 1 10 3 0 . 5 5 103 1 . 3 3 103 1 . 7 8 1031.42103 1 . 8 8 1032.911032. 7 6 1033. 0 2 1032. 8 7 -2 .3% -2 .0% -2 .0%-1.6%-2.0%-2.0%-2.0%-2.0%-1.5%-4.4%-3.7%1031.021031.021031.021031.021031.021031.01-2.0%-2.0%1030.831 0 3 0 . 1 7 1031.311030.22-1 .0%1030.80-2.1% -3.1% -2.2% 3.3% 5.0% 3.2%1030.711030.771030.961030.361030.671030.631030.2 7 1030.2 7 1030.751030.36 1030.82 1030.84 1030.8 3 1030.8 1 1030.95102 9 . 9 1 1030.8 5 102 9 . 9 8 103 0 . 0 5 103 0 . 1 6 -0 .7% -0 .7% -0 .8%-1.1% -6 .1%-1.5%-1.5%-1.5%-1.5% -0 .1% -6 .2% -0 .1%-1.0%-1.7%-1.7% -6 .0% 1030.77 1030.2 6 1030.2 8 -6 .1%1030.751030.73-1.5%-1.5%0.4%0.4%1031.021031.021031.021031.01-2.1% 1032 10 3 1 1030 1031. 9 6 1 0 3 0 . 2 2 1030.231030.141030.311030.37103 1 . 5 5 103 1 . 4 7 1 0 3 1 . 3 2 1031.3 9 1031.37 1 0 3 1 . 2 71.4%1.3%-0.1%-1.5%-1.6%1.3% -1 .2%-1.5%-1.5%1030.501031.011031.951029.34103 0 . 8 3 -1 .5% 103 1 . 3 3 103 1 . 7 8 -6 .7% -6 .6%1031.42103 1 . 8 8 -6 .6% -1 .5% -1 .5%1030.171031.311030.22-1.5%-1.5% -0 .2% -1 .0% -0 .8%1030103 1 . 1 9 1031.021029. 7 0 1029.9 0 1029.8 3 1029.7 6 1029.781029. 8 6 1030.061030.1810 3 0 . 2 6 1029.971030.691030.33 103 0 . 9 9 103 1 . 3 9 103 1 . 0 2 1031.021030 1030.25 1030.0710 3 0 . 8 1 10 3 0 . 5 5 -0 .0% -0 .0%-3.4%-1.4%-1.2% -1 .1% -1 .1% 1032 . 0 7 103 2 . 1 2 1031. 9 2 10 3 2 . 3 5 1032.601032.28ENCOMPASS DR IVE 103 2 . 1 0 1 0 3 2 . 2 7 1032. 2 3 1031. 9 6 1031. 8 1 1031. 7 5 -1.5% -1 .3% -1 .2%-0.7% -5 .5% -6 .4%-1.2% -1 .5% 1 0 3 1 . 2 7 1031.011031.421 0 3 2 . 0 4 1032.341031.801031.19103 0 . 8 3 1031.19 1032.11103 1 . 3 3 103 1 . 7 8 -6 .7% -6 .6%1031.42103 1 . 8 8 1032.911032. 7 6 1033. 0 2 1032. 8 7 -1.5% -1 .8% -1 .8% -6 .6% -6 .6% -1 .5% -1 .5%-1.5%1030.831031.31-1.5%-1.5% -1 .5% -1 .0% -0 .8% 22051 C4-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROPOSED GRADING SITE PLAN C4-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 DOWNING CONSTRUCTION LUSH DENTAL DEVELOPMENT 18-22051 C4-10 PROPOSED GRADING SITE PLAN ---- 18-22051 C4-10 EXISTING CONTOURS, TYP. PROPOSED CONTOURS, TYP. 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 SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X%0 SCALE IN FEET 20 40 PROPOSED PROPERTY L INE , TYP . NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. ADA PARKING/RAMP/SIDEWALK DETAIL 1" = 10'-0" ENTRANCE CROSSWALK DETAIL 1" = 10'-0" SE TALLGRASS LANE DETAIL 1" = 10'-0" DETENTION BASIN FLOOD DESIGN INITIAL BUILD: 100-YR ELEV. = 1015.50 500-YR ELEV. = 1017.50 FULL BUILD: 100-YR ELEV. = 1013.69 500-YR ELEV. = 1017.17 NOTE: THE PROPOSED BUILDING HAS NO BASEMENT AND THEREFORE NO SUMP PUMP. THE PROPERTY IS OUTSIDE OF THE 100 YEAR FLOODPLAIN AND HENCE, THERE IS NO MPE. SOUTH PEDESTRIAN RAMP DETAIL 1" = 10'-0" ENCOMPASS DR IVE DW ELEC.#1 ELEC.#2PROPOSED BUILDING6,710 SF.FFE = 1031.00SE T A L L G R A S S L A N E 1030 1030102610271028102910311031103010311032SKYLINE HONEYLOCUST (4) URBAN PINNACLE OAK (7) RED SWITCH GRASS (10) (70) RED SWITCH GRASS LITTLE BLUESTEM GRASS (15) FIRECRACKER SEDUM (15) GRO-LOW FRAGRANT SUMAC (3) (13) REGENT SERVICEBERRY (14) AFTERGLOW WINTERBERRY (2) JIM DANDY WINTERBERRY (7) BLOOMSTRUCK HYDRANGEA JIM DANDY WINTERBERRY (1) AFTERGLOW WINTERBERRY (1) GRO-LOW FRAGRANT SUMAC (3) FIRECRACKER SEDUM (16) REGENT SERVICEBERRY (1) FUTURE TREE LOCATIONS (TYP.) 4' x 4' SQ. TREE RING STEEL EDGING (TYP.) 4' x 10' PLANTING BED, STEEL EDGING SHREDDED WOOD MULCH (TYP.) 5' WIDE PLANTING BED STEEL EDGING, SHREDDED WOOD MULCH JAPANESE TREE LILAC (2) (1) JAPANESE TREE LILAC JAPANESE TREE LILAC (1) (14) LITTLE BLUESTEM GRASS (1) GRO-LOW FRAGRANT SUMAC (7) PRAIRIE DROPSEED REGENT SERVICEBERRY (5) (3) EASTERN REDCEDAR BLOOMSTRUCK HYDRANGEA (8) SUBSTITUTED GRASSES FOR FRONTAGE SHRUB REQ. EDGER ROCK MULCH (UNDER CANOPY) LITTLE BLUESTEM GRASS (47) PRAIRIE DROPSEED (17) PRAIRIE DROPSEED (12) (8) BLOOMSTRUCK HYDRANGEA (1) EASTERN REDCEDAR (1) EASTERN REDCEDAR BLOOMSTRUCK HYDRANGEA (6) LITTLE BLUESTEM GRASS (22) PRAIRIE DROPSEED (21) CON.TREES QTY COMMON NAME SIZE ROOT 5 Eastern Redcedar Juniperus virginiana 6` Ht B & B OVERSTORY QTY COMMON NAME SIZE ROOT 4 Skyline Honeylocust Gleditsia triacanthos `Skyline` 8` Ht B & B 7 Urban Pinnacle Oak Quercus macrocarpa `Urban Pinnacle` 8` Ht B & B UNDERSTORY QTY COMMON NAME SIZE ROOT 4 Japanese Tree Lilac Syringa reticulata 6` Ht B & B SHRUBS QTY COMMON NAME SIZE ROOT 19 Regent Serviceberry Amelanchier alnifolia `Regent` 24" Ht.#5 Cont. 29 Bloomstruck Hydrangea Hydrangea macrophylla `Bloomstruck` 24" Ht.#5 Cont. 15 Afterglow Winterberry Ilex verticillata `Afterglow` 24" Ht.#5 Cont. 3 Jim Dandy Winterberry Ilex verticillata `Jim Dandy` 24" Ht.#5 Cont. 7 Gro-Low Fragrant Sumac Rhus aromatica `Gro-Low` 12" Ht #5 Cont. GRASSES QTY COMMON NAME SIZE ROOT 80 Red Switch Grass Panicum virgatum `Shenandoah` 6" HT.#1 Cont. 98 Little Bluestem Grass Schizachyrium scoparium 12" Ht #1 Cont. 57 Prairie Dropseed Sporobolus heterolepis 6" HT.#1 Cont. PERENNIALS QTY COMMON NAME SIZE ROOT 31 Firecracker Sedum Sedum x `Firecracker` 6" HT.#1 Cont. PLANT SCHEDULE 09/11/2018 2ND CITY STIE PLAN SUBMITTAL DNA/BLF 22051 C5-LANDSCAPE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PLANTING PLAN C5-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C5-10 PLANTING PLAN ---- 18-22051 C5-10 0 SCALE IN FEET 20 40 AS REQUIRED IN THE CITY OF WAUKEE, IOWA ZONING CODE. LOT DATA: 31,045 SF = TOTAL LOT AREA K-PUD = LOT'S ZONING DISTRICT 76 LF = LENGTH OF SETBACK BETWEEN R.O.W. AND PARKING 7761 SF = REQUIRED OPEN SPACE (CODE: 25% OF TOTAL LOT AREA, 31,045 x 25% = 7761) 11,164 SF = OPEN SPACE SHOWN (36% OF LOT AREA) 15 OVERSTORY TREES REQUIRED 12 OVERSTORY TREES = NUMBER OF OVERSTORY TREES FOR LOT REQUIREMENT (CODE: REQ. OPEN SPACE / 1000 x 1.5, 7761 / 1000 x 1.5 = 11.64 OR 12 TREES) 3 OVERSTORY TREES = NUMBER OF OVERSTORY TREES FOR PARKING SETBACK REQ. (CODE: LENGTH OF SETBACK / 50 x 2, 76 / 50 x 2 = 3.04 OR 3 TREES) 4 UNDERSTORY TREES REQUIRED 4 UNDERSTORY TREES = NUMBER OF UNDERSTORY TREES FOR LOT REQUIREMENT (CODE: REQ. OPEN SPACE / 1000 X 0.5, 7761 / 1000 X 0.5 = 3.88 OR 4 TREES) 28 SHRUBS REQUIRED 16 SHRUBS = NUMBER OF SHRUBS REQUIRED FOR LOT REQUIREMENT (CODE: REQ. OPEN SPACE / 1000 x 2, 7761 / 1000 x 2 = 15.52 OR 16 SHRUBS) 12 SHRUBS = NUMBER OF SHRUBS FOR PARKING SETBACK REQ. (CODE: LENGTH OF SETBACK / 50 x 8, 76 / 50 x 8 = 12.16 OR 12 SHRUBS) OTHER REQUIREMENTS: * 10 OF REQ. TREES MUST BE OVERSTORY (CODE: 50% OF REQ. TREES SHALL BE OVERSTORY, 19 x 50% = 9.5 OR 10) * 5 OF REQ. TREES MUST BE EVERGREEN (CODE: 25% OF REQ. TREES SHALL BE EVERGREEN, 19 x 25% = 4.75 OR 5) TOTAL PLANTS SHOWN ON PLAN 20 TREES 73 SHRUBS, 266 PERENNIALS & GRASSES CITY LANDSCAPE REQUIREMENTS NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/25/2018 3RD CITY SITE PLAN SUBMITTAL CWT 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C5-LANDSCAPE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PLANTING NOTES & DETAILS C5-11 22051 BLF/DNA NSG/DNA DAJ 08/21/18 LUSH DENTAL DEVELOPMENT 18-22051 C5-11 PLANTING NOTES & DETAILS ---- 18-22051 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.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.LAWN AREAS SHALL HAVE 8" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 5.REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. 6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 8.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. 9.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 10.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. 11.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. 12.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. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.PLANTING BED EDGING - USE 1/8" x 4" METAL EDGING IN ALL AREAS WHERE PLANTING BED MEETS LAWN AREAS OR WHERE INDICATED. USE 12" METAL SPIKES AS INSTRUCTED BY MANUFACTURER. 15.PROVIDE SHREDDED HARDWOOD MULCH, NATURAL COLOR, SURROUNDING ALL PROPOSED TREES TO A 3-INCH MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. IF LOCATED WITHIN A PLANT BED, SUBSTITUTE THIS MULCH WITH THE MULCH CALLED FOR WITHIN THAT PLANT BED. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 16.PROVIDE SHREDDED HARDWOOD MULCH, NATURAL COLOR, IN ALL PLANTING BEDS 3-INCH MINIMUM DEPTH. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 17.PROVIDE ROCK MULCH UNDER CANOPY AS INDICATED ON PLAN. GET PRIOR APPROVAL BY OWNER AND ARCHITECT REGARDING ROCK TYPE BEFORE INSTALLATION. 18.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. 19.FOR SOD, FOLLOW IOWA SUDAS (STATEWIDE URBAN DESIGN AND SPECIFICATIONS) FOR SODDING SPECIFICATIONS. (WWW. IOWASUDAS.ORG) 20.IRRIGATION REQUIRED - IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A 'DESIGN BUILD' PROJECT AND SERVICE ALL GREEN SPACE INCLUDING LAWN AND PLANTING BEDS. CONTRACTOR TO SUBMIT DRAWING FOR APPROVAL BY ENGINEER AND LANDSCAPE ARCHITECT. 21.FOR PLANT, SHRUB, AND TREE LOCATIONS: CONTRACTOR IS PERMITTED TO USE DISCRETION AS NECESSARY TO AVOID DRIVEWAYS, UTILITIES, OR OTHER CONFLICTS. THE TOTAL NUMBER OF PLANTS, INCLUDING SHRUBS AND TREES SHALL MEET CITY CODE. ANY PROPOSED SUBSTITUTIONS TO THE PLANTING PLAN SHALL BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 22.INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. 23.MINIMUM PLANTING HEIGHTS ARE AS FOLLOWS: DECIDUOUS OVERSTORY TREE 8' MIN., EVERGREEN OVERSTORY 6' MIN., DECIDUOUS UNDERSTORY 6' MIN., SHRUBS 2' HT. GENERAL PLANTING NOTES NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 09/25/2018 3RD CITY SITE PLAN SUBMITTAL CWT 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C6-TRASH ENCLOSURE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA PROPOSED TRASH ENCLOSURE C6-10 22051 BLF/DNA NSG/DNA DAJ 08/21/18 DOWNING CONSTRUCTION LUSH DENTAL DEVELOPMENT 18-22051 C6-10 PROPOSED TRASH ENCLOSURE ---- 18-22051 C6-10 NOTE: THE CLARITY OF THESE PLANS DEPENDS UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. NOTE: DRAWINGS SHOWN ON THIS SHEET ARE NOT TO SCALE. 09/11/2018 2ND CITY SITE PLAN SUBMITTAL DNA/BLF 22051 C7-SITE LIGHING PLAN THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE WAUKEE IOWA SITE LIGHTING & PHOTOMETRIC PLAN C7-10 22051 -- -- -- 08/21/18 DOWNING CONSTRUCTION LUSH DENTAL DEVELOPMENT 18-22051 C7-10 SITE LIGHTING & PHOTOMETRIC PLAN ---- 18-22051 C7-10 T.O. MAIN FLOORSLAB0"T.O. SECONDFLOOR PLY.13'-8 3/4"T.O. FOUNDATION-8"T.O. MAIN PLATE12'-0"PARAPET-117'-2 3/4"2nd S.F. HEAD22'-4 3/4"SECOND PLATE23'-8 3/4"S.F. SILL HT.1'-6"B.O. CANOPY10'-8"S.F. HEAD HT9'-0"PARAPET-219'-3"T.O. RIDGE30'-6"STEEL CANOPYSTEEL CANOPYDARK GRAY NICHIHA (HORZ.)HORIZONTAL CEMENT BOARD SIDING PANELS(PRE-FINISHED WOOD GRAINED)4" PRE-FINISHED METAL CAPPRE-FINISHED METAL WRAPPED FASCIASSR METAL ROOFINGBLACK NICHIHA (VERT.)STEEL CANOPYCULTURED STONE VENEERHSS STEEL COLUMNS PER STRUCTURALKNOX BOXADDRESS SIGNAGE LOCATIONPER LOCAL CODE REQUIREMENTSTYP.2'-1"TYP.5'-5"TYP.1'-8"CUSTOM DOUBLE TIE RODSCUSTOM SINGLE TIE RODS0"10'-8 3/4"1'-0"1'-8"2'-1"5'-5"1'-6"4" PRE-FINISHED METAL CAPSIGNAGE LOCATION VERIFY W/ OWNERSILL HT1'-6"STOOPSTOOPCONCRETE PIER FOOTING PER STRUCT.STOOPBEYONDPREFINISHED COMMERCIAL SIZED DOWNSPOUTSPREFINISHED COMMERCIAL SIZED DOWNSPOUTST.O. THICKENEDGARAGE SLAB7"f: 515.961.0468THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC.ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED!PLAN NO. =DWG. LISTREVISIONSORIGINAL CONSTRUCTION DOCUMENTDRAWN BY: www.downingconstruct.comwww.downingplanroom.com509 E Scenic Valley AveIndianola, IA 50125p: 515.961.5386CONSTRUCTION DOCUMENT SET - PLANS FOR CONSTRUCTIONCGL A-202Lush Family DentalKettlestone DevelopmentWaukee, Iowa 5026315-14702/28/2018 - By OthersCOLOREXTERIORELEVATIONS05/29/2018 - SD Concept05/31/2018 - DD Elevs.06/05/2018 - DD Set07/02/2018 - Bid SetEXTERIOR MATERIAL SELECTIONSROOFING: GUTTER & DOWNSPOUTSROLEX-BLACKROOFING: FASCIA & SOFFIT PANELSROLEX- STANDING SEAM BLACKINCLUDES: VISIBLE FLASHINGSCULTURED STONE VENEERCENTURION | CUTFACE CUT- KENTUCKYSTOREFRONT WINDOW & DOORSKAWNEER-BLACKINCLUDES: OHD. PAINTED TO MATCHSCALE:3/16" = 1'-0"1COLOR - FRONT ELEVATIONSCALE:1/8" = 1'-0"2COLOR - REAR ELEVATIONSCALE:1/8" = 1'-0"3COLOR - LEFT ELEVATIONSCALE:1/8" = 1'-0"4COLOR - RIGHT ELEVATIONFIBER CEMENT PANELINGNICHIHA- CEDAR/TABACCO RIFT SAWNNICHIHA- BLACK VERTICAL PANELS(SW 6258 TRICORN BLACK)NICHIHA- GREY HORIZONTAL PANELS(SW 7674 PEPPERCORN)EXTERIOR AWNINGSSTEEL- POWDER COATED BLACK09/20/2018 - Permit Set WALL HT.6' -1"GRADE0"T1T21st COURSE HT.1"WALL HT.6' -1"GRADE0"T1T21st COURSE HT.1"WALL HT.6' -1"GRADE0"TaTb1st COURSE HT.1"WALL HT.6' -1"GRADE0"TaTb1st COURSE HT.1"f: 515.961.0468THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC.ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED!PLAN NO. =DWG. LISTREVISIONSORIGINAL CONSTRUCTION DOCUMENTDRAWN BY: www.downingconstruct.comwww.downingplanroom.com2500 West 2nd Ave.Indianola, Iowa 50125p: 515.961.5386CONSTRUCTION DOCUMENT SET - PLANS FOR CONSTRUCTIONCGL T-101Lush Family Dental2505 SE Encompass DriveWaukee, IA15-14708/31/2018TRASHENCLOSURECOLOREDELEVATIONS10/03/2018--/--/------/--/------/--/------/--/------/--/----SCALE:1/2" = 1'-0"1COLORED FRONT ELEVATIONSCALE:1/2" = 1'-0"2COLORED REAR ELEVATIONSCALE:1/2" = 1'-0"3COLORED RIGHT ELEVATIONSCALE:1/2" = 1'-0"4COLORED SIDE ELEVATIONEXTERIOR MATERIAL SELECTIONSMETAL FLASHINGSROLEX- BLACKCULTURED STONE VENEERCENTURION | CUTFACE CUT- KENTUCKYVERTICAL WD. SIDINGSHERWIN WILLIAMS PEPPERCORN SW7674