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HomeMy WebLinkAbout2019-09-16-J05 Lot 1 The Shops at Kettlestone North Plat 6_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 16, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 1, The Shops at Kettlestone North Plat 6 (2520 SE Encompass Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Vertical Group, applicant, with Kettleview, LLC, property owner, request approval of a site plan to allow for the construction of a two- story office building. The proposed building is 18,750 square feet in area. Access to the site will be provided from SE Encompass Drive. A total of 75 parking spaces are required for the proposed use of the site and the site plan identifies a total of 61 parking spaces on-site and 14 spaces will be dedicated as on-street spaces on SE Encompass Drive. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance and the Kettlestone Design Guidelines. The building will feature fiber cement siding, glazing, and architectural metal paneling. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the September 10, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lot 1, The Shops at Kettlestone North Plat 6 (2520 SE Encompass Drive) City Planner, Andy Kass, introduced the request for approval of a site plan as submitted by the applicant, The Vertical Group, for an office building. The subject property is located south of SE Tallgrass lane and east of SE Prairie Park Lane and contains approximately 0.97 acres. The proposed building is approximately 18,750 square feet in size spread across two stories with a maximum height of 32 feet, the trash enclosure is on the south side of the building. Access to the site is available off of the private drive, SE Encompass Drive. Parking for the site will be mostly on site, with approximately 14 spaces accommodated for by on street parking. Sidewalks are proposed for pedestrian access to the site. All public utilities are available to the site and Stormwater is managed by the regional detention basin located to the east of the subject property. All open space, landscaping, and photometric plans have been found to meet City Ordinance. At this time staff would recommend approval subject to any remaining staff comments and review of the legal documents. J5  Commissioner Broderick questioned if there was a document that would specify the allotment of 14 spaces to this property for future possible changes of ownership. Mr. Kass advised that there are only 29 spaces available on SE Encompass Drive, and that at the time the City only has the verbiage on the site plan. However, it is not a topic that Staff would be opposed to investigating if needed.  Commissioner Streit questioned of the street parking would be striped. Mr. Kass advised he was not aware of any striping on the street.  Commissioner Koshy questioned how anyone would know where the parking stalls were if there were no stripes. Mr. Kass advised that it was a measurement versus an actual count when figuring out how many available spaces there are.  Commissioner Hoifeldt questioned if there was any allowance for a restraunt use in the building. Mr. Kass advised that this project was strictly an office building, however it may contain more than one tenant.  Commissioner Tietz questioned if staff thought the area would have parking meters once the area was developed. Mr. Kass advised it was unlikely. Commissioner Hoifeldt moved to approve the site plan for lot 1 of the Shops at Kettlestone North Plat 6 (2520 SE Encompass Drive). Commissioner Tietz seconded the motion. Ayes: Ward, Tietz, Streit, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR LOT 1, THE SHOPS AT KETTLESTONE NORTH PLAT 6 (2520 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, The Shops a Kettlestone North Plat 6, subject to remaining staff comments on September 10, 2019; AND, WHEREAS, the Site Plan for Lot 1, The Shops at Kettlestone North Plat 6 is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lot 1, The Shops at Kettlestone North Plat 6 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 16th day of September, 2019 that the Site Plan for Lot 1, The Shops at Kettlestone North Plat 6 is approved. ____________________________ 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: Lot 1, The Shops at Kettlestone North Plat 6 – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: September 6, 2019 MEETING DATE: September 10, 2019 GENERAL INFORMATION Applicant / Owner: Kettleview, LLC (owner)/Vertical Group (applicant) Engineer: Ryan Anderson, P.E., with ISG Request: The applicant is requesting approval of a site plan for an office building. Location and Size: Property is located south of SE Tallgrass Lane and east of SE Parkview Crossing Drive, containing approximately 0.97 acres. Property Address: 2520 SE Encompass Drive AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. September 6, 2019 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. The proposed office building is the third building proposed within the development. In 2018, a site plan for a dental office building was approved which is complete. Recently, a site plan for a 6,700 square foot office building was approved and is now under construction. PROJECT DESCRIPTION The site plan identifies the construction of a 18,750 square foot office building. The proposed building is two stories with an overall maximum height of 32-feet. In addition to the proposed building the site plan identifies the proposed trash enclosure in the southeast 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 is under construction and will provide access to Grand Prairie Parkway and SE Tallgrass Lane. A total of 75 parking spaces are required for the site. The applicant will provide 61 parking spaces on the site and the remaining 14 parking spaces will be provided via on-street parking along SE Encompass Drive. 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. UTILITIES Sanitary sewer to the site will be extended from sanitary sewer that is located along SE Tallgrass Lane. Water main will be provided from a water main along SE Encompass Drive. 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. September 6, 2019 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 27%. 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, and wood siding. 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. PHOTOMETRIC PLAN The site plan includes a photometric plan for the proposed site lighting. A total of three 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 2 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 Lot 1, The Shops at Kettlestone North Plat 6 subject to remaining staff comments. Private Storm S e w e r E a s e m e n t per Bk 2018 P g 2 1 9 9 4 Pub l i c W a t e r M a in E a s em e n t pe r B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o rm S e w e r E a s e m e n t pe r B k 2 0 1 8 P g 2 1 9 9 4 Public U t i l i t ies E a s emen t pe r Bk 2 0 1 8 Pg 2 2 2 3 0 Pri v a t e I n g r e s s / E g r e s s E a s e m e n tover a l l o f Ou t lo t A pe r B K 2 0 1 8 P G 2 1 9 9 3 EXISTING 8 " S A N I T A R Y EXISTING 8 " S A N I T A R Y EXI S T I N G 8 " S AN I TAR Y EXISTING 8" SANI T A R Y EXISTING 8" SANITAR Y 8" S ANIT A R Y 6" SANITARY 8" SAN ITARY FUTURE TRAIL(BY OTHERS) Proposed 24 ' Access Ea s e m e n t Proposed 24' Access Eas e m e n t 24' Access EasementBK2019PG10435 10' PUE BK2019 PG113 8 20' Private Sa n i t a r y S e w e r E a s e m e n t BK2019 PG 1 1 3 9 Sanitary Se w e r E a s e m e n t Per Bk 20 1 7 P g 3 2 6 4 Private Ing r e s s / E g r e s s E a s e m e n t over all of O u t l o t A per BK 2018 P G 2 1 9 9 3 Private Storm S e w e r E a s e m e n t per Bk 2018 P g 2 1 9 9 4 Pub l i c W a t e r M a in E a s em e n t pe r B k 2 0 1 8 P g 2 2 2 3 1 Priv a t e S t o rm S e w e r E a s e m e n t pe r B k 2 0 1 8 P g 2 1 9 9 4 Public U t i l i t ies E a s emen t pe r Bk 2 0 1 8 Pg 2 2 2 3 0 10' PUEBK2019 PG1138 15' Public Water Main EasementBK2019 PG1137 Proposed 24'Access Easement Proposed 20' PrivateSanitary Sewer Easement OFFICE BUILDING(9,250 1ST FLOOR SF)(18,750 TOTAL SF)FFE=1037.50 24' Access EasementBK2019PG10435 20' PrivateSanitary Sewer EasementBK2019PG10436 Proposed S i d e w a l k E a s e m e n t 24' Access EasementBK2019PG10435 24' Access EasementBK2019PG10435 20' PrivateSanitary Sewer EasementBK2019PG10436 PR O P O S E D B U I L D I N G 31 , 7 8 0 S FFFE=1038.0012 10 10 11 10 11 13 13 15 11 22653 C0-SITE DATA DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PROJECT LOCATION ADDRESS: 2520 SE ENCOMPASS DRIVE LEGAL DESCRIPTION: LOT 1 OF THE SHOPS AT KETTLESTONE NORTH PLAT 6 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), 2019 EDITION, UNLESS DIRECTED OTHERWISE. SITE DATA - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C0-10 SITE DATA ---- ---- C0-10 SITE SUMMARY ZONING:K-OF/PD-1 SITE/LOT AREA:42,040 SF / 0.97 AC. IMPERVIOUS AREA:30,843 SF / 0.71 AC. GREENSPACE PROVIDED:11,197 SF / 0.26 AC. (27%) FLOOR AREA RATIO:0.20 (MAXIMUM 0.35) BIKE PARKING:3 RACKS EMPLOYEES:112 SQUARE FOOTAGE:18,750 GROSS SF BUILDING HEIGHT:32'-0" CONSTRUCTION TYPE:V-B (SPRINKLERED) PARKING REQUIREMENTS (PER CITY CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED STANDARD 1/250 GFA 72 72 H.C.3 3 TOTAL:75 75 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 APPLICANT: VERTICAL GROUP 327 NORTH RIVERFRONT DRIVE MANKATO, MN 56001 PHONE: 507-525-3531 PROPERTY OWNER: KETTLEVIEW, LLC 4700 150 STREET URBANDALE, IA 50323 PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES SEAL TSIGEWE LA 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 12/31/2019 C0-10 - C6-10 ASHWORTH ROA D GRAND PRAIRIE PKWYSE TALLGRASS L N SE WESTOWN PK W Y SE LA GRANT PKWYSE E S K E R R I D G E D R I V ESE PARKVIEW CROSSING DRIVEPROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ CIVIL SHEET INDEX C0-10 SITE DATA C0-11 GENERAL SITE NOTES C0-20 TO C0-24 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 C3-21 HYDRANT COVERAGE MAP C4-10 SITE GRADING PLAN C5-10 SITE PLANTING & RESTORATION PLAN C5-20 PLANTING & RESTORATION PLAN C6-10 PHOTOMETRICS PLAN S E E N C O M P A S S D R I V E CONSTRUCTION SCHEDULE: 08/26/2019 - EARLY GRADING 10/21/2019 - PLAN APPROVAL 10/28/2019 - START FOOTINGS (8 MONTH DURATION) 07/01/2020 - CERTIFICATE OF OCCUPANCY *61 SURFACE STALLS AND 14 STREETSIDE STALLS **INCLUDES 3 BIKE RACKS, 6 BIKE PARKING SPACES * 22653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C0-11 GENERAL SITE NOTES ---- ---- C0-11 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 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 UTILITIES ARE TO BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARDS. 35.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS, AND THE CITY IS TO WITNESS ALL TESTING. 36.COORDINATE ALL TIE-INS TO EXISTING UTILITIES WITH CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 37.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. 38.CONTRACTOR TO SCHEDULE A PRECONSTRUCTION MEETING AT LEAST ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. 39.CONTRACTOR IS REQUIRED TO NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT OF ANY PLANNED WEEKEND OR HOLIDAY WORK AT LEAST 48 HOURS PRIOR TO PLANNED WORK. CONSTRUCTION NOTES PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 22653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 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, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 22653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 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, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 22653 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 C0-22 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C0-22 SITE DETAILS ---- ---- C0-22 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ -NTS BIKE RACK 5 feet by 5 feet (5'-0"x5'0" min.) 22653 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 C0-23 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C0-23 SITE DETAILS ---- ---- C0-23 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 5'-0" 5'-0" min. 5'-0" 5'-0" 5 feet by 5 feet. 5 feet by 5 feet. (5'-0"x5'-0" min.) 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 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE IOWA DOT GRADATION NO. 14 SPEC NUMBER 4123 6"8"COMPACTED SUBGRADE (12" MINIMUM) CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE IOWA DOT 14 VARIESVARIESCOMPACTED SUBGRADE (12" MINIMUM) CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 4"6"COMPACTED SUBGRADE (12" MINIMUM) ST160 GRADE DROP LID TOP BOTTOM EXTENSION BASE CAP TO BE SET 1 2" BELOW GRADE AND ENCASE IN CONCRETE. 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 WAUKEE 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) 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 0.06FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. 1 2 1 CONCRETE CURB & GUTTER NTS B618 ST206 4"12"18"7"HORIZONTAL LINE 1 3 2 1 R12" NOTES: LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SLOPE 0.06FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. 1 2 CONCRETE CURB & GUTTER NTS D418 ST216 CONCRETE WALK NTS ST120 STANDARD CONCRETE PAVEMENT SECTION NTS HANDICAPPED SIGN POST W/BOLLARD NTS CONCRETE PAVEMENT W/ INTEGRAL CURB & GUTTER NTS CONCRETE CURB & GUTTER (REFER TO DETAILS FOR DIMENSIONS) 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) REVERSE PITCH CONCRETE CURB & GUTTER NTS ST250 22653 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 C0-24 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C0-24 SITE DETAILS ---- ---- C0-24 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ P RO PO S E D B U I L D I NG31,780 SFFFE=1038.00Propos e d 2 4' Access E a s e m e n t Propos e d 2 4' Access E a s e m e n t 24' Access Easement BK2019PG10435 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a n i t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over al l o f O u t l o t A per BK 2 0 1 8 P G 2 1 9 9 3 Private S t o r m S e w e r E a s e m e n t per Bk 2 0 1 8 P g 2 1 9 9 4Publi c Wa te r Ma in Easemen tper B k 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994Publ ic Ut i l it ies Easemen tper Bk 2018 Pg 22230 10' PUE BK2019 PG1138 15' Public Water Main Easement BK2019 PG1137 Proposed 24' Access Easement Proposed 20' Private Sanitary Sewer Easement OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 Propos e d S i d e w al k E a s e m e n t INITIAL BUILD 100 YEAR ELEVATION20 OFFICE BUILDING (3,959 1ST FLOOR SF) (6,777 TOTAL SF) FFE=1038.5010301035 1028102910311032103310341036 1037 1 0 4 0 1 0 3 7 1038 103 9 10 4 1 1 0 4 2 1 0 4 3 1 0 4 4 10 3 5 10311032103310341 0 3 6 1 0 3 7 103710351036103710381040 1037 10 3 8 10 3 9 104010401036 1037 1038 10381 0 3 8 1038103910391036103710381 0 3 3 103310341031 103210301030103110311035103310331 0 3 3 103410361032103310331033103410371037 1 0 3 8 10 3 5 1 0 3 2 10 3 3 10 3 4 10331036 1037103810381039103910401039103510351 0 3 5 10341 0 3 6 1 0 3 7 103510341036103722653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C1-10 TEMPORARY EROSION & SEDIMENT CONTROL PLAN ---- ---- C1-10 0 SCALE IN FEET 40 80 120 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJSE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY 9040-108-G-0 PERIMETER CONTROL LF 1,280 9040-108-T-0 PROPOSED STORM DRAIN INLET PROTECTION EACH 9 9040-108-O-0 STABILIZED CONSTRUCTION EXIT EACH 1 11,050-108-A-0 CONCRETE WASHOUT AREA EA 1 EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW PERIMETER CONTROL CAN BE SILT FENCE, 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 #1: 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. NOTE #2: 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 = 12,420 SF.) NOTE #3: REMOVE ALL DEBRIS AND MUD SPILLED INTO ROW AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. NOTE #4: THE ULTIMATE DISCHARGE LOCATION FOR THE SITE IS FOX CREEK. NOTE #5: 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 PROPERTY LINE, TYP. EXISTING CONTOUR, TYP. PROPOSED CONTOUR, TYP. FUTURE CONTOUR, TYP. (BY OTHERS) TOPSOIL STOCKPILE LOCATION STAGING/MATERIALS/ WASTE LOCATION PERIMETER CONTROL OUTLINES PROJECT DISTURBANCE LIMITS AREA=0.97 AC. UNNAMED ACCESS ROAD 22653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 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, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 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. 22653 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 DETAILS C1-21 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C1-21 EROSION & SEDIMENT CONTROL PLAN DETAILS ---- ---- C1-21 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME RECTANGULAR FILTER INLET PROTECTION NTS EC211 2'1' MIN3' DEEP10'NATIVE MATERIAL 5'x10'x3' CONCRETE WASHOUT AREA 1' DEEP IMPERVIOUS CLAY LINER MINIMUM 10-MIL THICK PLASTIC SHEETING OR APPROVED EQUAL NOTES: 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. CONCRETE WASHOUT NTS EC500 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= 20 10' PUE BK2019 PG1138 20' Private Sanitary Sewer Easement BK2019 PG1139 Publ ic Wa te r Ma in Easemen tper Bk 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4Pr i va te Ing re s s /Eg re s s Ea semen tove r a l l o f Ou t lo t Aper BK 2018 PG 21993 EXISTING 18" STORM SEWEREXIST ING 8 " WATERMA IN EXISTI N G 8" S A NI T A R Y EXIST ING 8 " SAN ITARY EXISTIN G 8 " S A NI T A R Y 24" STO R M S E W E R 24" STORM SEWER24" ST O R M S E W E R 12" STORM SEWER 12" ST O R M S E W E R 12" STORM SEWER 30" STO R M S E W E R8" WATER MA IN 6" WATER M A I N 12" STORM SE W E R 1 2 " S T O R M S EW E R 6" SANI T A R Y8" SAN ITARY 24" STORM SEWER30" STORM SEWER30" STO R M SEWER 30" STORMSEWER30" ST O R M S E W E R 12" STORM SEWER T/C=1031.27 CB I=30" STORMSEWER24' Access Easement BK2019PG10435 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 PROPOSED BUILDING6,202 SFFFE = 1031.0010351032103310341036 1 0 3 7 103810 35 10311032103310341 0 3 6 1 0 3 7 1037103510361037103810401037 10 3 8 10 3 9 104010401036 1037 1038 10381 0 3 8 1038103910391036103710381 0 3 3 103310341031 103210301030103110311035103310331 0 3 3 103410361032103310331033103422653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C2-10 EXISTING SITE & REMOVAL PLAN ---- ---- C2-10 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ SE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E EXISTING PROPERTY LINE, TYP. EXISTING CONTOUR, TYP. FUTURE CONTOUR, TYP. (BY OTHERS) REMOVE TEMPORARY HYDRANT REMOVE EXISTING CURB & GUTTER NOTES: 1.) CONSTRUCTION ON SITE HAS OCCURRED AFTER SURVEY WAS COMPLETED AND IS STILL ONGOING. EXISTING CONDITIONS SHOWN FROM SURVEY MAY NOT ACCURATELY DEPICT CURRENT CONDITIONS. CONTRACTOR TO VERIFY CURRENT CONDITIONS PRIOR TO BIDDING PROJECT. 2.) REMOVE OF CURB SHALL BE DONE WITH GRINDING. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. Propos e d 2 4' Access E a s e m e n t Propos e d 2 4' Access E a s e m e n t 24' Access Easement BK2019PG10435 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a ni t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over a ll o f O u tl o t A per BK 2 0 1 8 P G 2 1 9 9 3 Publ ic Wa te r Ma in Easemen tper Bk 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994 OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 Propos e d S i d e w a l k E a s e m e n t 2012.21 ' 1 5 .0 2 '29' 10' 19.56' 31'25.34'16.5' 29' 17' 24' 17'9' 6'5'6'17'9' 5' 72'111.61 '9'17'24'17'9' 9' 5 ' R2.33'R4.33' R4.33' R2.33' R3.83' R3.83' R14.33' R4.33'R4.33' R4.33' R4.33' R11.37' R11.37' 70' 6 0 ' 22653 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 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C3-10 SITE PLAN ---- ---- C3-10 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ SE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E PAVEMENT LEGEND SYMBOL DESCRIPTION CONCRETE PAVEMENT (6") CONCRETE SIDEWALK (4") B618 CONCRETE CURB & GUTTER REVERSE PITCH B618 CONCRETE CURB & GUTTER D418 CONCRETE CURB & GUTTER NOTE: F&I ALL PARKING LOT STRIPING AND MARKINGS AS SHOWN. NOTES: 1.) ENCOMPASS DRIVE, THE UNNAMED ACCESS DRIVE AND LOT 2 ARE SHOWN FOR PLANNING PURPOSES ONLY AND ARE NOT PART OF THEIR SITE PLAN SUBMITTAL. 2.) APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100' OF ALL PORTIONS OF THE EXTERIOR WALLS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. 3.) EITHER PARKING LOT PAVEMENT WILL NEED TO BE INSTALLED BEFORE VERTICAL CONSTRUCTION OR THE ACCESS DRIVE ON THE SOUTH AND SE ENCOMPASS DRIVE WILL NEED TO BE INSTALLED BEFORE VERTICAL CONSTRUCTION WILL BE ALLOWED. 9 F&I: LIGHT POLE, TYP. OF 3 (SEE C6-10) CONSTRUCT TRASH ENCLOSURE (REFER TO ARCHITECTURAL PLANS) F&I: ACCESSIBLE PARKING SIGN & BOLLARD (TYP. OF 3) (SEE DETAIL) (3)BIKE RACK LANDSCAPE FORMS STYLE = EMERSON COLOR = MERCURY (SEE DETAIL) CONSTRUCT D418 CURB & GUTTER 3' TRANSITION FROM B618 CURB & GUTTER TO D418 CURB & GUTTER2' TRANSITION FROM D418 CURB & GUTTER TO B618 CURB & GUTTER CONSTRUCT REVERSE PITCH B618 CURB & GUTTER, TYP. CONSTRUCT B618 CURB & GUTTER, TYP. 3' TAPER 3' TAPER ACCESSIBLE PARKING MARKING (WHITE PAINT) (TYP. OF 3) CONSTRUCT PEDESTRIAN CURB RAMP W/TRUNCATED DOMES (TYP. OF 2)(SEE DETAIL) STALL COUNT, TYP. CONSTRUCT 6" CONCRETE PAVEMENT, TYP. (SEE DETAIL, SHEET C0-20)NO PARKING STRIPING, TYP. CONSTRUCT 4" CONCRETE SIDEWALK, TYP. (SEE DETAIL, SHEET C0-20) 12 9 14 10 7 EXISTING PROPERTY LINE, TYP. CONSTRUCT STAIRS (SEE DETAILS & GRADING SHEETS) EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. SUDAS TYPE 'A' DRIVEWAY Propos e d 2 4' Access E a s e m e n t Propos e d 2 4' Access E a s e m e n t 24' Access Easement BK2019PG10435 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a ni t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over a ll o f O u tl o t A per BK 2 0 1 8 P G 2 1 9 9 3 Publ ic Wa te r Ma in Easemen tper Bk 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994 OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 Propos e d S i d e w a l k E a s e m e n t 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= 20 EXISTING 18" STORM SEWEREXIST ING 8 " WATERMA IN EXISTI N G 8" S A NI T A R Y EXIST ING 8 " SAN ITARY EXISTIN G 8 " S A NI T A R Y 24" STO R M S E W E R 24" STORM SEWER24" ST O R M S E W E R 12" STORM SEWER 12" ST O R M S E W E R 12" STORM SEWER 30" STO R M S E W E R8" WATER MA IN 6" WATER M A I N 12" STORM SE W E R 1 2 " S T O R M S EW E R 6" SANI T A R Y8" SAN ITARY 24" STORM SEWER30" STORM SEWER30" STO R M SEWER 30" STORMSEWER30" ST O R M S E W E R 12" STORM SEWER T/C=1031.27 CB I=30" STORMSEWER11 SPACES 5 SPA C E S 8 SPACESPROPOSED BUILDING6,202 SFFFE = 1031.00I=1030.20 (P-403) I=1030.00 (P-402) R=1037.61 A-402 I=1030.95 (P-403) I=1031.15 (P-404) R=1036.62 A-403 I=1027.97 (P-402) I=1027.77 (P-401) R=1035.07 A-401 I=1027.06 (P-104) I=1026.96 (P-103) I=1027.06 (P-401) R=1033.08 A-103 P-403 P-402 P-401 P-404 I=1032.80 (P-404) R=1037.30 A-404 I=1029.43 (P-406) R=1032.93 A-406 P-406 I=1028.70 (P-406) I=1028.39 (P-405) R=1032.70 A-405 P-405 I=1028.06 (P-405) I=1027.66 (P-5) R=1031.41 A-5 STORM DRAIN SCHEDULE STRUCTURE NO. A-401 A-402 A-403 A-404 A-405 A-406 STRUCTURE TYPE SW-502 SW-501 SW-501 SW-501 SW-501 SW-501 STRUCTURE SIZE (In) 48 Ø 36 x 24 36 x 24 36 x 24 36 x 24 36 x 24 STRUCTURE MATERIAL RC RC RC RC RC RC CASTING SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R FRAME GRATE COVER FRAME GRATE COVER PAY HEIGHT LN FT 7.34 7.61 5.67 4.50 4.31 3.50 * TOP OF CASTING ELEVATION 1035.07 1037.61 1036.62 1037.30 1032.70 1032.93 INVERT ELEVATION 1027.73 1030.00 1030.95 1032.80 1028.39 1029.43 OUTLET PIPE P-401 P-402 P-403 P-404 P-405 P-406 STORM DRAIN PIPE SCHEDULE PIPE NO. P-401 P-402 P-403 P-404 P-405 P-406 DRAIN FROM A-401 A-402 A-403 A-404 A-405 A-406 INLET ELEVATION 1027.77 1030.00 1030.95 1032.80 1028.39 1029.43 DRAIN TO A-103 A-401 A-402 A-403 A-5 A-405 OUTLET ELEVATION 1027.06 1027.97 1030.20 1031.15 1028.06 1028.70 PIPE SIZE (IN) 15 12 12 12 12 12 MATERIAL RCP RCP RCP RCP RCP RCP PIPE CLASS 5 5 5 5 5 5 PIPE GRADE 1.38% 2.48% 1.38% 2.52% 1.03% 2.88% PIPE LENGTH (FT) 52 82 55 66 32 25 *TOP OF CASTING ELEVATIONS OF CURB STYLE CATCH BASINS REPRESENTS TOP OF CURB BOX AND NOT GUTTER ELEVATIONS. 22653 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 UTILITY PLAN C3-20 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C3-20 SITE UTILITY PLAN ---- ---- C3-20 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ SE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E 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.) GAS SERVICE AND METER TO BE INSTALLED AND SET BY THE CITY OF WAUKEE. PROPOSED TRANSFORMER (VERIFY LOCATION W/UTILITY COMPANY) CONNECT 8"X6" REDUCER TO EXISTING 8" WATERMAIN STUB SANITARY CLEANOUT 5' FROM BUILDING, CAP END I=1026.85 SANITARY CLEANOUT (CONNECT SANITARY SERVICE TO EXISTING SANITARY SEWER) (I=1023.55) FIRE RISER ROOOM (REFER TO MECHANICAL PLANS) GAS METER LOCATION CRITICAL CROSSING 6" SANITARY SERVICE TOP=1026.70 BOTTOM=1026.20 12" STORM SEWER TOP=1033.03 BOTTOM=1032.03 EXISTING PROPERTY LINE, TYP. 66 LF 6" PVC SDR-23.5 SANITARY SERVICE @ 5.00% CRITICAL CROSSING 6" WATER SERVICE TOP=1025.40 BOTTOM=1024.90 12" STORM SEWER TOP=1028.37 BOTTOM=1027.37 CONNECT P-1 TO EXISTING A-103 4 LF 6" FIRE SERVICE 4 LF 2" WATER SERVICE 1-2" CURB STOP 1-6" G.V. & BOX (STUB 5' FROM BUILDING, CAP END) (CONNECTION TO THE BUILDING BY OTHERS) ROOF DRAIN LEADER, TYP. CONNECT P-405 TO EXISTING STORM MANHOLE EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. 40 LF 6" WATER SERVICE 2-6"X45° BENDS FIRE DEPARTMENT CONNECTION ADJUST EXISTING SANITARY MANHOLE R=1037.00 WATER METER PIT LOCATION P RO PO S E D B U I L D I NG31,780 SFFFE=1038.0011 13 13 11 Propos e d 2 4' Access E a s e m e n t Propos e d 2 4' Access E a s e m e n t 24' Access Easement BK2019PG10435 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a n i t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over al l o f O u t l o t A per BK 2 0 1 8 P G 2 1 9 9 3 Private S t o r m S e w e r E a s e m e n t per Bk 2 0 1 8 P g 2 1 9 9 4Publi c Wa te r Ma in Easemen tper B k 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994Publ ic Ut i l it ies Easemen tper Bk 2018 Pg 22230 10' PUE BK2019 PG1138 15' Public Water Main Easement BK2019 PG1137 Proposed 24' Access Easement Proposed 20' Private Sanitary Sewer Easement OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 Propos e d S i d e w al k E a s e m e n t 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 ELEVATION20 EXISTING 8" WATERMAINEXISTING 15" STORM SEWER EXISTING 18" STORM SEWEREXIST ING 8 " WATERMA IN EXISTI N G 8" S A NI T A R Y EXISTI N G 8" S A NI T A R Y EXIST ING 8 " SAN ITARY EXISTIN G 8 " S A N I T A R Y EXISTI N G 8" W A T E R M AI N 18" STO R M S E W E R 24" STORM SEWER 24" STO R M S E W E R 24" STORM SEWER24" ST O R M S E W E R 24" STOR M S E W E R15" STORM SEWER12" STORM SEWER12" STORM SEWER 12" ST O R M S E W E R 12" STORM SEWER 30" STO R M S E W E R 30" STO R M S E W E R8" WATER MA IN 6" WATER M A I N 8" STORM SEWER12" STORM SE W E R 1 2 " S T O R M S E W E R 8" SANITARY6" SANIT A R Y8" SAN ITARY 24" STORM SEWER30" STORM SEWER30" STO R M SEWER 30" STORMSEWER30" ST O R M S E W E R 12" STORM SEWER ck57 40032 1036.79 T/C=1031.27 CB I= ck57 40223 1036.79 30" STORMSEWEROFFICE BUILDING (3,959 1ST FLOOR SF) (6,777 TOTAL SF) FFE=1038.50 22653 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 HYDRANT COVERAGE MAP C3-21 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C3-21 HYDRANT COVERAGE MAP ---- ---- C3-21 0 SCALE IN FEET 40 80 120 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJSE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E EXISTING PROPERTY LINE, TYP. UNNAMED ACCESS ROAD HYDRANT COVERAGE LEGEND EXISTING HYDRANT R150' Propos e d 2 4' Access E a s e m e n t Propos e d 2 4' Access E a s e m e n t 24' Access Easement BK2019PG10435 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a ni t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over a ll o f O u tl o t A per BK 2 0 1 8 P G 2 1 9 9 3 Publ ic Wa te r Ma in Easemen tper Bk 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994 OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 24' Access Easement BK2019PG10435 20' Private Sanitary Sewer Easement BK2019PG10436 Propos e d S i d e w a l k E a s e m e n t 20 11 SPACES 5 SPA C E S 8 SPACESPROPOSED BUILDING6,202 SFFFE = 1031.0010351032103310341036 1 0 3 7 103810 35 10311032103310341 0 3 6 1 0 3 7 1037103510361037103810401037 10 3 8 10 3 9 104010401036 1037 1038 10381 0 3 8 1038103910391036103710381 0 3 3 103310341031 103210301030103110311035103310331 0 3 3 10341036103210331033103310341037 1 0 3 8 10 3 5 1 0 3 2 10 3 3 10 3 4 1 0 3 3 1036 103710381038103910391040103910 3 5 1 0 3 6 1 0 3 7 10351034103610371034.941035.071035.031034.491034.41 1034.411034.491035.151034.96 1034.851035.051035.361035.341035.321035.011034.821034.96 1034. 6 1 MATC H 1 0 3 3 . 8 0MATCH1034.851 0 3 7 . 1 9 1034.691037.111034.851034.611036.931037.501037.43 1037.431036.75 1037.501037.711037.621037.691037.66 1038.01 1038.161038.301038.401038.361038.331038.071038.191037.411037.501037.441037.101037.021037.101037.191037.411037.441037.251037.231037.341037.35 1039.30MATCH1038.851038.831038.8 1 1038.77 1038.401038.361038.33103 8 . 3 3 1 0 3 8 . 4 11038.491038.86 1038.991039.4 91036.201 0 3 3 . 5 7 1033.331033.181033.021031.69MATCH1031.901032.041032.111032.181032.501031.741032.731032.681032.651032.641032.631032.711032.841033.061033.671 0 3 3 . 8 3 1034.311034.161035.001036. 1 9 1035.631035.001033.701036.10MATCH1037.68M A T C H 103 8 . 2 9 MA T C H1038.59MATCH1038.14 1038.07 1037.87 1037.75 1037.71 1037.67 1037.41 1034.491035. 3 8 1035.0010 3 5 . 0 0 1036.721037.421037.501037.411037.361037.441037.501036.931036.621036.711037.5410 3 7 . 6 4 1038.311037.48 1037.351037.501037.501037.501037.501037.501036.66 1037.501037.501036.9 0 100 YR. 1036.2 5 100 YR. 1034.6 6 100 YR. 1034.86 E.O.F. 10 3 6 . 9 9 E. O . F . 1037.14 E.O.F.1036.671036.821036.821037.681037.68-2. 0 %-5.9% - 1 1 . 2%-13.5%-2.2%1038.95 1037.451036.56MATCH1036.65 1035.56 1036.02 1035.161033.981034.851034.321034.631033.541032.49 1038.41 1039.48 1037.41 1036.291033.72M A T C H1033.34MATCH1033.26MATCH1033.62-2.4%-22 .5%-21.8%-28.8% -32.6% 1037 1035 1 0 3 2 1033 1034 1036. 3 6 1036.49 MATCH 1036.721036.43 1036.51 1035.35 1035.43 1033.05 1033.05 1031.64MATCH1031.68 MATCH -1 .5% - 1 . 5%-8.7%- 2 5 . 1% -18 .7% -26 .8%-17.3%-28.8%-1.0%-0.9%-2.2%-4.8%-4.7%-24.5% -30.5% -32.7% -19.6%-3.2%-3.8%-1.6%-0.7% -3.2%-4.5%-3.9% Propos e d 2 4' Acces s E a s e m e n t 1037.131037.511037.421037. 0 4 1037. 1 3 1037.22 1 0 3 7 . 4 9 1037.581037.23 1037.10 1037.24 1037.37 -1.5%-3.9%-3.9%-1.5% -1.5%-1.5%-1.5%-1.5%-4.7%-4.7%-1.5% -1.5% -3.6% -2.0%1037.381037.401037.5010 3 7 . 4 01037.501037. 3 1 -2.6%-2.0%1037.471037.131037.19103 7 . 4 2 1037.48 1037.50 1037.50 1037.481037.48 1037.431037.50 1037.50 1037.251037 . 2 0 1037.681037.661037.541037.421037.781 0 3 7 . 5 9 1037.1 1 103 7 . 0 4 103 7 . 3 8 -3.4%-1.5%-3.3%-1.5% -1.5% -1.5%-6.2%-6.2%-1.5%-1.5%-1.5%-1.5%1037.661033.05MATCH1032.931032.781032.621032.121032.011031.90 1031.80 1031.72 MATCH1031.79 MATCH 1031.88 1031.99 1032.10 1032.20 1032.69 1032.86 1033.01 1033.12 MATCH -3 .0% -3 .0% -2 .1% -2 .1%-1.5% -2 .1% -2 .1%-1.5%-1.5%-1.5% 22653 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 SITE GRADING PLAN C4-10 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C4-10 SITE GRADING PLAN ---- ---- C4-10 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ EXISTING CONTOUR, TYP.SE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E PROPOSED CONTOUR, TYP. FUTURE CONTOUR, TYP. (BY OTHERS) 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 EMERGENCY OVERFLOW SPOT ELEVATION PROPOSED 100 YEAR 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.XX-X.X% INSET B SCALE 1"=10'XXX.XXE.O.F.XXX.XX100 YREXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. INSET C SCALE 1"=10' INSET B INSET C INSET A INSET A SCALE 1"=10' 10' PU E BK201 9 P G 1 1 3 8 20' Pri v a t e S a ni t a r y S e w e r E a s e m e n t BK201 9 P G 1 1 3 9 Sanita r y S e w e r E a s e m e n t Per Bk 2 0 1 7 P g 3 2 6 4 Private I n g r e s s / E g r e s s E a s e m e n t over a ll o f O u t l o t A per BK 2 0 1 8 P G 2 1 9 9 3 Publ ic Wa te r Ma in Ea semen tper Bk 2018 Pg 22231Pr i va te S to rm Sewe r Ea semen tper B k 2018 Pg 21994 OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 SE T A L L G R A S S L A N E CB T/C=1038.40 I= STM MH R=1038.54 I= CB T/C=1038.31 I= 20 EXISTING 18" STORM SEWEREXIST ING 8 " WATERMA IN EXISTI N G 8" S A NI T A R Y EXIST ING 8 " SAN ITARY EXISTIN G 8 " S A NI T A R Y 24" STO R M S E W E R 24" STORM SEWER24" ST O R M S E W E R 24" STOR M S E W E R15" STORM SEWER12" STORM SEWER 12" ST O R M S E W E R 12" STORM SEWER8" WATER MA IN 6" WATER M A I N 12" STORM SE W E R 1 2 " S T O R M S EW E R 6" SANI T A R Y8" SAN ITARY 24" STORM SEWER30" STORM SEWER30" STO R M SEWER 30" STORMSEWER30" ST O R M S E W E R 12" STORM SEWER T/C=1031.27 CB I=30" STORMSEWER11 SPACES 5 SPA C E S 8 SPACES103010351028102910311032103310341036 1 0 3 7 10381 03 5 10311032103310341 0 3 6 1 0 3 7 1037(1) - BF (1) - AE (1) - RB-M (2) - GL (3) - RB-M (3) - GL (3) - GL (3) - GL SH - (3) (1) - AE (1) - BF (2) - JB (6) - ST (3) - GL SH - (3) (3) - RB-M (3) - GL (3) - GL (3) - GL (1) - AE (2) - GL (14) - SG (11) - JB (1) - AE (3) - GL (1) - AE (4) - GL (4) - SH (3) - GL (3) - GL (3) - GL JB - (3) JB - (3) SG - (11) SG - (11) (4) - GL AE - (1) RB-M - (1) GL - (2) (1) - RB-M RB-M - (3) 1 1 1 1 1 2 2 2 (3) - SM SM - (2) RB-M - (1) SG - (16) (7) - SG (5) - JB AH - (3) SG - (6) (5) - JB 1 (9) - TY (6) - AH (3) - CK (4) - AH BF - (1) DL - (5) AH - (3)BF - (1) DL - (5) AH - (3) DL - (6) CM - (3) CK - (8) FS - (1) BF - (2) PA - (4) TH - (1) JS - (1) JS - (1) BL - (6) BF - (1) CM - (3) CK - (9) JS - (1) (13) - DL (3) - TY (1) - BF PA - (7) 2 1 CM - (4) CM - (4) (13) - CK (3) - FS (2) - PA DL - (17) ST - (4) CM - (4) CK - (6) DL - (5) ST - (3) DL - (9) LB - (12) BL - (8) CM - (2) TY - (4) EVERGREEN TREE CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE FS 4 Fat Albert Colorado Blue Spruce Picea pungens glauca `Fat Albert` 6` HT MIN B & B OVERSTORY TREE CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE AE 6 Accolade Elm Ulmus x `Morton` 2" CAL B & B 12` HT MIN RB-M 14 River Birch (Multi-Trunk) Betula nigra 12` HT MIN B & B Multi-trunk SH 10 Skyline Honey Locust Gleditsia triacanthos `Skyline` 2" CAL B & B 12` HT MIN SM 6 Legacy Sugar Maple Acer saccharum `Legacy` 2" CAL B & B 12` HT MIN UNDERSTORY TREE CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE BF 8 Dakota Pinnacle Asian White Birch Betula platyphylla `Fargo` TM 2" CAL B & B 12` HT MIN TH 1 Thornless Hawthorn Crataegus crus-galli `Inermis` 2" CAL B & B 12` HT MIN EVERGREEN SHRUBS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE JB 30 Buffalo Juniper Juniperus sabina `Buffalo` 5 GAL CONT 12" HT MIN JS 3 Spartan Juniper Juniperus chinensis `Spartan` 48" HT MIN B & B 48" HT MIN TY 16 Tauton Yew Taxus x media `Tauntonii` 5 GAL CONT 24" HT MIN ORNAMENTAL GRASSES CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE CK 39 Feather Reed Grass Calamagrostis x acutiflora `Karl Foerster` 1 GAL CONT 18" HT MIN LB 12 Little Bluestem Grass Schizachyrium scoparium 1 GAL CONT 18" HT MIN SG 65 Switch Grass Panicum virgatum `Shenandoah` 1 GAL CONT 18" HT MIN ST 13 Prairie Dropseed Sporobolus heterolepis `Tara` 1 GAL CONT 12" HT MIN PERENNIALS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE CM 20 Catmint Nepeta racemosa `Walker`s Low` 1 GAL CONT 12" HT MIN DL 60 Stella de Oro Daylily Hemerocallis x `Stella de Oro` 1 GAL CONT 12" HT MIN SHRUBS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE AH 19 Annabelle Smooth Hydrangea Hydrangea arborescens `Annabelle` 5 GAL CONT 24" HT MIN BL 14 Birchleaf Spirea Spiraea betulifolia 5 GAL CONT 24" HT MIN GL 47 Gro-Low Fragrant Sumac Rhus aromatica `Gro-Low` 5 GAL CONT 24" HT MIN PA 13 Ninebark Physocarpus opulifolius `Amber Jubilee` 1 GAL CONT 24" HT MIN GROUND COVERS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE SOD 8,598 SOD BLUEGRASS SOD SOD SF PLANT SCHEDULE LANDSCAPE AREAS SYMBOL DESCRIPTION QTY DETAIL HARDWOOD MULCH 58.32 cy LANDSCAPE EDGING 635 lf 1 2 REFERENCE NOTES SCHEDULE LANDSCAPE AREAS 22653 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 PLANTING & RESTORATION PLAN C5-10 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C5-10 SITE PLANTING & RESTORATION PLAN ---- ---- C5-10 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ SEE ENCOMPASS DRIVE PLANS FOR RIGHT-OF-WAY PLANTING EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. EXISTING PROPERTY LINE, TYP. 22653 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 PLANTING & RESTORATION PLAN C5-20 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C5-20 PLANTING & RESTORATION PLAN ---- ---- C5-20 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ 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 AS REQUIRED IN THE CITY OF WAUKEE, IOWA ZONING CODE AND KETTLESTONE DESIGN GUIDELINES LOT DATA: 41,437 SF = TOTAL LOT AREA K-PUD = LOT'S ZONING DISTRICT 540 LF = LENGTH OF SETBACK BETWEEN R.O.W. AND PARKING 10,360 SF = REQUIRED OPEN SPACE / 11,455 SF PROVIDED (CODE: 25% OF TOTAL LOT AREA, 41,437 x 25% = 10,360) 11,455 SF = OPEN SPACE SHOWN (27% 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 10,360 SF / 1000sf x 1.5 = 15.54 OR 16 OVERSTORY TREES REQUIRED / 16 PROVIDED (4 EVERGREEN) 10,360 SF / 1000sf x 0.5 = 5.18 OR 6 UNDERSTORY TREES REQUIRED / 6 PROVIDED 10,360 SF / 1000sf x 2 = 20.72 OR 21 SHRUBS REQUIRED / 21 PROVIDED PLANTING REQUIREMENTS PER OFF-STREET PARKING AREAS AND FRONTAGE: 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: 357 LF OF FRONTAGE / 50 LF = 7.14 X (2) = 15 OVERSTORY TREES REQUIRED / 15 PROVIDED 357 LF OF FRONTAGE / 50 LF = 7.14 X (8) = 58 SHRUBS REQUIRED / 58 PROVIDED STREET TREE REQUIREMENTS: 1 OVERSTORY / 40 LF 336 LF OF R.O.W. / 40 LF = 8.40 OR 9 OVERSTORY TREES REQUIRED / 9 PROVIDED TOTAL PLANTS SHOWN ON PLAN 40 OVERSTORY TREES 6 UNDERSTORY TREES 4 EVERGREEN TREES 147 SHRUBS 177 PERENNIALS & GRASSES CITY LANDSCAPE REQUIREMENTS 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 FROM THE CITY DEVELOPMENT SERVICES DEPARTMENT, 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 MULCH IN ALL PLANTING BEDS AND PARKING ISLANDS. 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 OFFICE BUILDING (9,250 1ST FLOOR SF) (18,750 TOTAL SF) FFE=1037.50 20EXIST ING 8 " WATERMA IN EXISTI N G 8" S A NI T A R Y EXIST ING 8 " SAN ITARY EXISTIN G 8 " S A NI T A R Y 8" WATER MA IN 6" SANI T A R Y8" SAN ITARY1035 1032103310341036 1 0 3 7 103810 3 5 10311032103310341 0 3 6 1 0 3 7 1037X AA AA AA X X CC CC X 22653 C6-ELECTRICAL DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PHOTOMETRICS PLAN C6-10 - PJJ RJA DAJ SITE PLAN 07/22/19 19-22653 C6-10 PHOTOMETRICS PLAN ---- ---- C6-10 0 SCALE IN FEET 20 40 60 PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WAUKEE IOWA LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 6 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 07/22/2019 1ST CITY SUBMITTAL PJJ PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION08/06/2019 2ND CITY SUBMITTAL PJJ 08/27/2019 3RD CITY SUBMITTAL PJJ 09/09/2019 4TH CITY SUBMITTAL PJJ SE ENCOMPASS DRIVESE PARKVIEW CROSSING DRIVESE T A L L G R A S S L A N E 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. AA (1) ALT4-P35-180L-4K-FGL-NFO (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 CC #ULB100-30W16LED4K-G2-LEV3-UNV-AST-CS BOLLARD LUMEC LIGHTING (1) 30W LED x EXISTING STAIR TOWER B VESTIBULE ELEVATOR LOBBY78' - 0"STAIR TOWER A 4 1ST FLOOR: 9,250 SF OFFICE USE (B) SPRINKLER RISER AREA "C" 4,843 SF CLCL25' - 7 3/8"31' - 0"55' - 0" "BING BANG" 2,189 SF CLCLCLCLCL11' - 6 1/2"8' - 8 1/2"0"6' - 6"7' - 0"12' - 7 3/4"CLCL CL 7' - 10 3/4"7' - 10 3/4" MECH UNIT "A"MECH UNIT "B" SHARED ACCESSIBLE RESTROOM SHARED ACCESSIBLE RESTROOM CLCL15' - 6 3/4""DOWNING" 1,307 SF OH DOOR OH DOOR BUILDING OVERHANG AT SECOND LEVEL A. C B. C. 1. 3. 2. 3 4 1 4 2 33 TRUE NORTH WILKUS ARCHITECTS FIRST LEVEL 1 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. 3/16" = 1'-0"1 FLOOR PLAN - 1ST FLOOR2 REF.OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE STAIR TOWER B STAIR TOWER A OFFICE 2' - 8"78' - 0"2ND FLOOR: 9,500 SF OFFICE USE (B) OFFICE OFFICE 157.50°90.00°31' - 0" OFFICEFLEX CL 21' - 0"CL10' - 2 1/4"ELEVATOR SMALL CONFERENCE SMALL CONFERENCE CLCL 10' - 4 1/4"5' - 6" 111' - 7 3/8" LARGE CONFRENCE CHRISTINE OFFICE PRINTERS MENWOMEN 8X8 WORKSTATIONS (6) 6X6 WORKSTATIONS (14) IT CLCL5' - 6"FILES/ WORK RECEPTION/ WAITING 8X8 WORKSTATIONS (4) FILES STORE/ UTIL 10' - 5"10' - 5"28' - 0"54' - 0"10' - 4"10' - 3 15/16"6' - 4"4' - 11 15/16"8' - 8 1/16"6' - 0 1/16"2' - 8"8' - 8 1/16"OFFICE CL11' - 7 3/4"CL CL 10' - 4" CL CL 12' - 4" OFFICE OFFICE OFFICE OFFICE OFFICECLCL5' - 6"FLEX FLEX BREAK ROOM 4' - 8" 2' - 8" 4' - 8" 15' - 8" A. C B. C. 1. 3. 2. 3 4 1 4 2 33 TRUE NORTH WILKUS ARCHITECTS SECOND LEVEL 2 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. 3/16" = 1'-0"2 FLOOR PLAN - SECOND FLOOR2 NOT PARALLEL TO VEW 14'-0" LEVEL 2 0'-0" GROUND LEVEL 32'-0" PARAPET 3 28'-0" PARAPET 2 3' - 0"15' - 0"14' - 0"32' - 0"LEVEL 1 1,735 SF TOTAL WALL AREA 563 SF GLAZING (32.4%) 296 SF WOOD SIDING (17.1%) 263 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (15.2%) 110 SF STONE VENEER (6.3%) 242 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BLACK (14%) 176 SF FIBER CEMENT PANEL SIDING -BLACK (10.1%) 85 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BROWN (4.9%) LEVEL 2 1,850 SF TOTAL WALL AREA 592 SF GLAZING (32.0%) 71 SF WOOD SIDING (3.8%) 635 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (34.4%) 182 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BLACK (9.8%) 370 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BROWN (20%) 27'-0" PARAPET 1 MECHANICAL PARAPET 14'-0" LEVEL 2 0'-0" GROUND LEVEL 14' - 0"14' - 0"1' - 0"3' - 0"32' - 0"LEVEL 1 975 SF TOTAL WALL AREA 147 SF GLAZING (15.1%) 145 SF WOOD SIDING (14.9%) 164 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (16.8%) 11 SF STONE VENEER (1.1%) 116 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BLACK (11.9%) 392 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BROWN (40.2%) LEVEL 2 1,103 SF TOTAL WALL AREA 196 SF GLAZING (32.0%) 57 SF WOOD SIDING (3.8%) 451 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (34.4%) 48 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BLACK (9.8%) 351 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BROWN (20%) NOT PARALLEL TO VIEW 32'-0" PARAPET 3 28'-0" PARAPET 2 27'-0" PARAPET 1 MECHANICAL PARAPET WILKUS ARCHITECTS WEST & SOUTH ELEVATIONS 3 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. 3/16" = 1'-0"3 WEST ELEVATION1 3 SOUTH ELEVATION3 14'-0" LEVEL 2 0'-0" GROUND LEVEL 32'-0" PARAPET 3 28'-0" PARAPET 2 14' - 0"15' - 0"3' - 0"32' - 0"MECHANICAL PARAPET NOT PARALELL TO VIEW LEVEL 1 2,005 SF TOTAL WALL AREA 558 SF GLAZING (27.8%) 145 SF WOOD SIDING (7.2%) 992 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (49.5%) 310 SF NICHIHA HORIZONTAL 8" FIBER-CEMENT SIDING -BROWN (15.5%) LEVEL 2 2,109 SF TOTAL WALL AREA 555 SF GLAZING (26.3%) 140 SF WOOD SIDING (6.6%) 1,315 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (62.4%) 99 SF NICHIHA VERTICAL 8" FIBER-CEMENT SIDING -BROWN (4.7%) 14'-0" LEVEL 2 0'-0" GROUND LEVEL 32'-0" PARAPET 3 28'-0" PARAPET 2 27'-0" PARAPET 1 14' - 0"14' - 0"1' - 0"3' - 0"32' - 0"MECHANICAL PARAPET LEVEL 1 1,113 SF TOTAL WALL AREA 192 SF GLAZING (17.3%) 457 SF STONE VENEER (41.1%) 456 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (41%) 8 SF NICHIHA HORIZONTAL 8" FIBER-CEMENT SIDING -BROWN (0.6%) LEVEL 2 1,247 SF TOTAL WALL AREA 266 SF GLAZING (21.3%) 245 SF STONE VENEER (19.6%) 638 SF NICHIHA ILLUMINATION 18" FIBER-CEMENT SIDING -BLACK (51.2%) 98 SF NICHIHA HORIZONTAL 8" FIBER-CEMENT SIDING -BROWN (7.9%) WILKUS ARCHITECTS EAST & NORTH ELEVATION 4 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. 4 EAST ELEVATION1 3/16" = 1'-0"4 NORTH ELEVATION2 VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - FRONT ENTRY 5 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - TENANT "C" ENTRY 6 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - SOUTH 7 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - SOUTHEAST 8 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - EAST 9 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. VIEW TRUE NORTH WILKUS ARCHITECTS EXTERIOR - NORTHEAST 10 KETTLEVIEW - TERRASTONE PROPERTIES OFFICE 2019.07.22 DEV. SUB. 1"CMU9' - 4"1"1" CMU 10' - 0"1" A101 4 A101 5 FINISHED9' - 6"FINISHED 10' - 2"GATECL 8"CLCL1' - 6"5' - 0 3/4"1' - 6"8" BOLLARD FILLED WITH CONCRETE PAINT 7 A101 2 A101 TRASH ENCLOSURE 107 107 2 A101 NICHIHA PANEL TO MATCH BUILDING 9" DIA SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD 8" DIA SCHEDULE 40 BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP GREASE FITTING AT EACH HINGE POINT 2" X 2" X 1/4" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS (PAINTED) - WELD TO DOOR FRAME AS SHOWN 16" X 8" BLOCK NOTE: ALL EXPOSED METAL AND CMU SURFACES FOR TRASH ENCLOSURE TO BE PAINTED WITH EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHING, TYP. MAX 8"4"PROVIDE PREFINISHED "J" CHANNEL AT ALL OUTSIDE CORNERS1' - 0"1' - 7"6"2"6"3"1"1-1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING - PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL CONCRETE PAVING 3/4" DIAMETER STEEL CANE BOLT BOTTOM OF GATE PIPE SLEEVE - WELD TO FRAME, GALVANIZED FINISH 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME TRASH ENCLOSURE DOOR: 2" X 2" X 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" x 3/16" STEEL ANGLE BRACE 5" NOTE: ALL EXPOSED METAL AND CMU SURFACES FOR TRASH ENCLOSURE TO BE PAINTED WITH EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHING, TYP. 9" DIA. SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD - PAINT W/ EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHING GREASE FITTING AT EACH HINGE POINT 2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 8" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP - PAINT W/ EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHING TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" X 3/16" STEEL ANGLE BRACE - SHOP PRIME ANGLES & PAINT 1' - 0"2"WALL CONSTRUCTION NICHIHA SIDING SYSTEM CMU WALL - SEE STRUCT POURED CONC. FOUND. - REFER TO STRUCT. FASTENER APPLIED TO MASONRY BACK-UP WALL NICHIHA CLIP, TYP NICHIHA PANEL AS SCHED. FACE FASTENER (HIDDEN) NICHIHA SPACER NICHIHA STARTER TRACK "Z" DRIP FLASHING, COLOR TO MATCH CAP FLASHING CMU7' - 4"HOLD2"WALL BEYOND 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 Trash Enclosure Plan, Details A101 2019.07.22 <2018-0000> DRL WAUKEE, IOWA <P.M. Initials> <Issue Name 1><Street Address, Suite Number><City, State ZIP Code>KETTLEVIEW -TERRASTONEPROPERTIES OFFICE1/2" = 1'-0"A101 ENLARGED TRASH ENCLOSURE1 1/2" = 1'-0"A101 TRASH ENCLOSURE - FRONT4 1/2" = 1'-0"A101 TRASH ENCLOSURE - SIDE (BACK SIM.)5 1" = 1'-0"A101 DUMPSTER WALL DETAIL7 1" = 1'-0"A101 DUMPSTER CANE BOLT DETAIL3 1 1/2" = 1'-0"A101 DUMPSTER PIVOT DETAIL6 3/4" = 1'-0"A101 TRASH ENCLOSURE WALL SECTION2