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HomeMy WebLinkAbout2026-07-06 I05 South Waukee Vertical Expansion (Iowa Clinic)_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 6, 2026 AGENDA ITEM: Consideration of approval of resolution approving a site plan for South Waukee Vertical Expansion (1025 SE Tallgrass Lane) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for an addition to the existing Iowa Clinic. The owner and applicant is TIC Properties, LLC. The property is located north of SE Tallgrass Lane and west of Grand Prairie Parkway, containing 7.53-acres. The property is zoned K-RC, Kettlestone Retail Community District. The project includes a 20,592 square foot addition to the existing building, which mostly includes vertical expansion along the east side of the building, but also includes a 1,000 square foot expansion of the building envelope at the northeast corner of the existing building for a stair egress. The overall building area with the proposed addition will be 77,660 square feet. The building is proposed to be approximately 28 feet in height at the tallest point. The proposed site plan also includes additional parking at the southeast corner of the site. No new accesses are proposed. The existing accesses will remain. A total of 233 parking spaces are required, they are providing 237 spaces. The proposed site plan is adding 9 automobile parking spaces and 1 bicycle parking space. Public utilities are already provided to the site. Storm water detention will be provided in the existing pond located along the west side of the site. A minimum of 20% of the site is required to be open space, they are providing 38% They are providing the required amount of plantings. The building elevations for the proposed addition will be constructed of metal wall panels, porcelain wall panels, brick veneer, stone veneer, fiber cement wall panels, and aluminum storefront system. These materials match the existing building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on June 23, 2026, and recommended approval: I5 Approval of a Site Plan for South Waukee Vertical Expansion (1025 SE Tallgrass Lane) Andy Kass, Community Development Director, introduced the request for approval of a site plan for an addition to the existing Iowa Clinic, as requested by TIC Properties, LLC, represented by Kelsey Scallon of Shive-Hattery, Inc. The property is generally located north of SE Tallgrass Lane and west of Grand Prairie Parkway, containing approximately 7.53 acres. A site plan was approved for the site in October 2022. The original site included a medical office building for The Iowa Clinic. The building was 57,000 square feet in area. The applicant is now requesting approval of a site plan for an addition to the existing building and parking lot. The project involves a 20,592 square foot addition to the existing building, which mostly includes vertical expansion along the east side of the building but also includes a 1,000 square foot expansion of the building envelope at the northeast corner of the existing building for a stair egress. The overall building area with the proposed addition will be 77,660 square feet. The building is proposed to be approximately 28-feet at the tallest point. The proposed site plan also includes additional parking at the southeast corner of the site. No new accesses are proposed. The existing accesses, two from the public street at the north and two from the public street at the south will remain. A total of 233 parking spaces are required for the proposed site plan, and they are providing 237 spaces, including 10 accessible spaces. The proposed site plan is adding nine automobile parking spaces and one bicycle parking space. Public utilities are already provided to the site. Storm water management will be provided within the existing detention pond located along the west side of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 38%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. The elevations of the building are proposed to be constructed mainly of metal wall panels, porcelain wall panels, brick veneer, stone veneer, fiber cement wall panels, and aluminum storefront system. These materials match the existing building. The subject property is classified as Business Park which includes office or related uses, either arranged in formal “Business Park” settings or developments, or in smaller concentrations located throughout Waukee. The typical project size ranges from 15,000 to over 100,000 square feet and 1 to 6 stories in height. Proximity to major road corridors is an important locational factor. The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, Kettlestone Design Guidelines, and Kettlestone Master Plan. Staff recommends approval of the site plan subject to remaining staff comments. Discussion as follows: • Staff advised that the additional story had been planned for during construction of the (original) building, and were unaware of any additional expansions, nothing planned at this time Motion by Commissioner Bannister for Approval of a Site Plan for South Waukee Vertical Expansion (1025 SE Tallgrass Lane), seconded by Commissioner Streit. Ayes: Broderick, Streit, Bankole, Beenken, Lohse and Tuel. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE SITE PLAN FOR SOUTH WAUKEE VERTICAL EXPANSION (1025 SE TALLGRASS LANE) 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 South Waukee Vertical Expansion, subject to remaining staff comments on June 23, 2026; AND, WHEREAS, the Site Plan for South Waukee Vertical Expansion is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for South Waukee Vertical Expansion is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 23rd day of June, 2026, that the Site Plan for South Waukee Vertical Expansion is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: South Waukee Vertical Expansion – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: June 19, 2026 MEETING DATE: June 23, 2026 GENERAL INFORMATION Owner/Applicant: TIC Properties, LLC Owner’s Representative: Kelsey Scallon, Shive-Hattery, Inc. Request: The applicant is requesting approval of a site plan for an addition to the existing Iowa Clinic. Location and Size: Property is generally located north of SE Tallgrass Lane and west of Grand Prairie Parkway, containing approximately 7.53-acres. AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. June 18, 2026 2 of 3 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan Current Zoning Property in Question Medical Office (Iowa Clinic) Office K-RC (Kettlestone Retail Community District) North Vacant - Undeveloped Retail Neighborhood K-RC (Kettlestone Retail Community District) and K-OF (Kettlestone Office District) South Regional Detention Pond Park A-1 (Agricultural District) East Commercial (Kettlestone Central Retail) Office K-RC (Kettlestone Retail Community District) West Kettlestone Greenway Open Space COS (Conservation and Open Space District) HISTORY A site plan was approved for the site in October 2022. The original site included a medical office building for The Iowa Clinic. The building was 57,000 square feet in area. The applicant is now requesting approval of a site plan for an addition to the existing building and parking lot. PROJECT DESCRIPTION The project involves a 20,592 square foot addition to the existing building, which mostly includes vertical expansion along the east side of the building but also includes a 1,000 square foot expansion of the building envelope at the northeast corner of the existing building. The overall building area with the proposed addition will be 77,660 square feet. The building is proposed to be approximately 28-feet at the tallest point. The proposed site plan also includes additional parking at the southeast corner of the site. ACCESS AND PARKING No new accesses are proposed. The existing accesses, two off of the public street at the north and two off of the public street at the south will remain. A total of 233 parking spaces are required for the proposed site plan and they are providing 237 spaces, including 10 accessible spaces. The proposed site plan is adding 9 automobile parking spaces and 1 bicycle parking space. UTILITIES Public utilities are already provided to the site. Storm water management will be provided within the existing detention pond located along the west side of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 38%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. June 18, 2026 3 of 3 BUILDING ELEVATIONS The elevations of the building are proposed to be constructed mainly of metal wall panels, porcelain wall panels, brick veneer, stone veneer, fiber cement wall panels, and aluminum storefront system. These materials match the existing building. COMPREHENSIVE PLAN The subject property is classified as Business Park which includes office or related uses, either arranged in formal “Business Park” settings or developments, or in smaller concentrations located throughout Waukee. The typical project size ranges from 15,000 to over 100,000 square feet and 1 to 6 stories in height. Proximity to major road corridors is an important locational factor. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, Kettlestone Design Guidelines, and Kettlestone Master Plan. Staff recommends approval of the site plan subject to remaining staff comments. 4" 4" 2" 3"4" 3" 1" 2" 3" 2" CP-CX SE TALLGRASS L N GR A N D P R A I R I E PA R K W A Y PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL: My License Renewal Date is: DECEMBER 31, Printed or typed name: License Number: Signature:Date I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED BELOW 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. ALL 'C' SHEETS KELSEY A. SCALLON 2027 25081 CIVIL ENGINEER - LOCATION MAP VICINITY MAP ENGINEER SHIVE-HATTERY, INC. ATTN: KELSEY SCALLON 4125 WESTOWN PARKWAY, SUITE 100 WEST DES MOINES, IA 50266 EMAIL: KSCALLON@SHIVE-HATTERY.COM PHONE: 515-223-8104 PROPERTY OWNER TIC PROPERTIES, LLC 5950 UNIVERSITY AVE STE 321 WEST DES MOINES, IA 50266 THE CURRENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. GR A N D P R A I R I E P A R K W A Y SE TALLGRASS L A N E PROJECT LOCATION PROJECT LOCATION 1025 SE TALLGRASS LN, WAUKEE, IA 50263 SOUTH WAUKEE VERTICAL EXPANSION SITE PLAN NORTH LEGAL DESCRIPTION LOT 1 IOWA CLINIC WAUKEE PLAT 1 AS RECORDED IN BOOK 2023, PAGE 16221 PARKING SUMMARY TOTAL PARKING REQUIRED = MEDICAL OFFICE/CLINIC 3 SPACES / 1,000 SF GFA 57,068 SF ORIGINAL BUILDING + 20,592 SF EXPANSION = 77,660 SF / 1,000 SF = 233 SPACES TOTAL PARKING PROVIDED =237 SPACES (10 ACCESSIBLE) FUTURE TOTAL PARKING REQUIRED = 77,660 SF CURRENT BUILDING + 16,909 SF FUTURE EXPANSION = 94,569 SF / 1,000 SF = 284 SPACES FUTURE PARKING PROVIDED = 338 SPACES (10 ACCESSIBLE) BICYCLE PARKING REQUIRED = 3% OF REQUIRED PARKING 233 SPACES * (0.03) = 6.99 = 7 SPACES BICYCLE PARKING PROVIDED =7 SPACES ZONING KETTLESTONE RETAIL COMMUNITY (K-RC) SETBACK REQUIREMENTS FRONT YARD =0 FEET SIDE YARD =0 FEET REAR YARD =0 FEET PROJECT DATA EXISTING TOTAL IMPERVIOUS AREA = 158,787 SF PROPOSED NEW IMPERVIOUS AREA = 5,209 SF TOTAL PROPOSED IMPERVIOUS AREA = 163,996 SF (50.0%) TOTAL PROPOSED PERVIOUS AREA = 163,911 SF (50.0%) FUTURE NEW IMPERVIOUS AREA = 37,675 SF TOTAL FUTURE IMPERVIOUS AREA = 201,671 SF (61.5%) TOTAL FUTURE PERVIOUS AREA = 126,236 SF (38.5%) *THIS ACCOUNTS FOR ANTICIPATED FINAL FUTURE CONDITION TOTAL DISTURBED AREA = 0.176 ACRES TOTAL LOT AREA = 327,907 SF (7.528 ACRES) BUILDING USE = MEDICAL CLINIC/OFFICE BUILDING HEIGHT (MAX) =38' - 4" NUMBER OF STORIES =2 FLOOR AREA RATIO =0.237 (PROPOSED) 0.288 (FUTURE) ACCORDING TO THE FLOOD INSURANCE RATE MAP - MAP NUMBER 19049C0355F PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND WITH AN EFFECTIVE DATE OF FEBRUARY 1, 2019, THIS SITE APPEARS TO BE LOCATED IN ZONE "X" (AREAS TO BE OUTSIDE 500 YEAR FLOOD PLAIN.), TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE SURVEYOR UTILIZED THE ABOVE REFERENCE FLOODPLAIN MAP FOR THIS DETERMINATION; FURTHERMORE, THE SURVEYOR DOES NOT CERTIFY THAT REVISED FLOODPLAIN INFORMATION HAS NOT BEEN PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY OR SOME OTHER SOURCE. FLOODPLAIN NOTE Printed or typed name Signature PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL: Date License Expires: LANDSCAPE ARCHITECT ALL 'L' SHEETS 06/30/2027 EMMA D. RIORDAN 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 NO T F O R C O N S T R U C T I O N IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C001 GENERAL NOTES CD01 OVERALL PLAN AND DEMOLITION PLAN C101 SITE AND GRADING PLAN L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS C000 COVER SHEET GENERAL NOTES: 1.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP (PUBLIC OR PRIVATE) SHALL BE IN ACCORDANCE WITH THE CURRENT STATEWIDE URBAN AND DESIGN AND SPECIFICATIONS (SUDAS) AND CITY OF WAUKEE SUPPLEMENTAL INSTRUCTIONS. 2.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCY CODES, STANDARDS AND SPECIFICATIONS. 3.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION TO BE ALLOWED FOR THE COMPLETION OF THIS WORK. 4.WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY THE OWNER, AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE ENGINEER, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 5.STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER. 6.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED IN THE PROJECT. 7.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES FROM THE APPLICABLE GOVERNING AUTHORITIES. 8.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, COORDINATES, ELEVATIONS, SETBACKS, AND EASEMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THE CONFLICT MAY BE RESOLVED. 9.IF DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR FINDS ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PROPOSED SITE IMPROVEMENTS INDICATED ON THE PLANS AND THE PHYSICAL CONDITIONS OF THE SITE, OR ANY ERRORS OR OMISSIONS WITHIN THE PLANS OR IN THE SITE LAYOUT AS PROVIDED BY THE ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER. UNTIL AUTHORIZED TO PROCEED, ANY WORK PERFORMED BY THE CONTRACTOR AFTER SUCH A DISCOVERY WILL BE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE. 10.PROTECT ALL EXISTING FEATURES (INCLUDING BUT NOT LIMITED TO WALLS, TREES, LANDSCAPING, DRIVEWAYS, SIDEWALKS, CURBS, PAVEMENT, UTILITIES, ETC.) NOT SPECIFICALLY NOTED FOR REMOVAL. FEATURES NOT DESIGNATED FOR REMOVAL THAT ARE DAMAGED OR REMOVED RESULTING FROM CONSTRUCTION TRAFFIC AND/OR OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE OWNER AND/OR ENGINEER. 11.CONTRACTOR SHALL ADJUST ALL VALVES, MANHOLES, CASTINGS, GAS VENTS, ETC., TO MATCH THE NEW SURFACE. ADJUSTMENT SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND THE COST FOR ALL ADJUSTMENTS SHALL BE INCIDENTAL TO THE CONSTRUCTION. AT NO ADDITIONAL COST TO THE OWNER, REPAIR ANY DAMAGE TO SAID STRUCTURES AND APPURTENANCES THAT OCCUR DURING CONSTRUCTION. 12.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST FORTY-EIGHT (48) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED SITE IMPROVEMENTS SHOWN ON THE PLANS. 13.IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL BY CALLING 811 OR 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. 14.CONTRACTOR SHALL SCHEDULE A UTILITY LOCATING SERVICE AND/OR NOTIFY ALL UTILITY COMPANIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) AND THE LOCAL MUNICIPALITY TO DETERMINE THE LOCATION AND HORIZONTAL AND VERTICAL ELEVATION OF UNDERGROUND UTILITIES AND PROPOSED POINTS OF CONNECTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION IN ORDER TO AVOID POTENTIAL CONFLICTS. IF CONFLICTS ARE FOUND, NOTIFY THE ENGINEER. IT IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING PUBLIC AND PRIVATE UTILITIES WHETHER INDICATED ON THE PLANS OR NOT AND TO HAVE THESE UTILITIES MARKED PRIOR TO CONSTRUCTION. 15.NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN CONSTRUCTION LIMITS PRIOR TO EACH STAGE OF CONSTRUCTION. NOTIFY THE APPROPRIATE PUBLIC AND PRIVATE UTILITY OWNER A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ON ANY FACILITIES OWNED OR OPERATED BY THAT UTILITY. 16.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES/OWNERS REGARDING OUTAGES, RELOCATION, ADJUSTMENT, CONNECTIONS, OR TEMPORARY SUPPORT OF THEIR FACILITIES. COORDINATE ALL UTILITY OUTAGES WITH PROVIDER OF UTILITY A MINIMUM OF 12 BUSINESS DAYS IN ADVANCE. 17.THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. AT NO TIME WILL EITHER THE OWNER OR THE ENGINEER TAKE RESPONSIBILITY FOR EITHER THE MEANS OF THE WORK OR THE SAFETY OF THE CONTRACTOR'S EMPLOYEES. 18.ALL OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH REGULATORY REQUIREMENTS. 19.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. ANY DAMAGE CAUSED BY A FAILURE TO MAINTAIN POSITIVE DRAINAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 20.CONSTRUCTION ACTIVITIES ARE TO BE LIMITED TO THE EXISTING RIGHT-OF-WAY, TEMPORARY CONSTRUCTION EASEMENTS, OR LIMITS OF THE PROJECT AS INDICATED ON THE PLANS. IF ADDITIONAL AREAS ARE NEEDED FOR STAGING, STORAGE, ETC., IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN WRITTEN PERMISSION FROM THE PROPERTY OWNER(S). COPIES OF THE AGREEMENTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO THE USE OF THE PROPERTY. 21.ALL EMERGENCY ACCESS LANES WITHIN THE PROJECT AREA SHALL REMAIN IN SERVICE, CLEAN OF DEBRIS, AND ACCESSIBLE FOR USE BY EMERGENCY VEHICLES. 22.SITE CLEAN-UP TO BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. WITHIN AND ADJACENT TO PROJECT LIMITS SHALL BE KEPT CLEAN AT ALL TIMES. ALL COSTS FOR CLEANING SHALL BE INCIDENTAL TO THE CONTRACT. 23.ALL INSPECTIONS REQUIRED FOR PUBLIC OR PRIVATE IMPROVEMENTS SHALL BE FACILITATED BY THE CONTRACTOR. 24.CONTACT THE OWNER FOR PROCEDURES FOR HANDLING CONTAMINATED SOILS IF LOCATED ON SITE. 25.PRIOR TO INITIAL ACCEPTANCE BY THE OWNER(S) AND/OR GOVERNING AUTHORITY, ALL WORK SHALL BE REVIEWED AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL GUARANTEE THEIR WORK FOR A PERIOD OF 12 (TWELVE) MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION AND SHALL BE HELD RESPONSIBLE FOR ANY DEFECTS IN MATERIAL OR WORKMANSHIP OF THIS WORK DURING THAT PERIOD AND UNTIL FINAL ACCEPTANCE IS MADE. 26.ALL TRAFFIC AND PEDESTRIAN CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN CONTROL MEASURES (SIGNS, BARRICADES, FLAGGERS, ETC.) IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. 27.ALL PROPERTY MARKERS AND SURVEY REFERENCE MARKERS SHALL BE CAREFULLY PRESERVED DURING CONSTRUCTION UNTIL THEIR LOCATION HAS BEEN WITNESSED OR OTHERWISE TIED IN BY AN AUTHORIZED AGENT OR PROFESSIONALLY LICENSED SURVEYOR. 28.REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA. 29.ALL CONSTRUCTION STAKING, LAYOUT, SCHEDULING, AND PAYMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. 30.REFER TO LANDSCAPE PLAN FOR PERMANENT SEEDING LOCATIONS, MIXES, PLANTING INSTRUCTIONS AND DETAILS. 31.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE, AND LOCAL REGULATIONS. SITE PREPARATION AND DEMOLITION NOTES: 1.ALL EXISTING BUILDINGS, FOUNDATIONS, CONCRETE OR ASPHALT PAVEMENT OR WALKS, CURB AND GUTTER, AND MISCELLANEOUS STRUCTURES (INCLUDING, BUT NOT LIMITED TO FENCES, POLES, YARD LIGHTS, ELECTRICAL PANELS, WHEEL STOPS, AND MISCELLANEOUS DEBRIS) NOTED TO BE REMOVED AND/OR EXCESS MATERIAL (EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT SHALL BE DEMOLISHED, REMOVED FROM THE SITE, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR LEGAL DISPOSAL SITES FOR DEMOLISHED ITEMS. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA TO PREVENT THE SPREAD OF DUST. OFF-SITE DISPOSAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE GOVERNMENTAL REGULATIONS. 2.WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND THE EDGE OF THE TRENCH CUT AND TO THE NEAREST JOINT OR HALF PANEL. 3.DOUBLE SAWCUT EDGES OF PAVEMENT FULL DEPTH PRIOR TO REMOVAL TO PREVENT DAMAGE TO ADJACENT SLABS AND FIXTURES. 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TREES AND SHRUBS IN PROJECT AREA FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY UNLESS SHOWN ON THE PLANS OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 5.REMOVAL AND DISPOSAL OF EXISTING TREES AND SHRUBS WITHIN CONSTRUCTION LIMITS SHALL BE INCIDENTAL TO THE PROJECT. STUMPS ARE TO BE GROUND TO TWO FEET BELOW FINISHED GRADE. TREES THAT QUALIFY FOR ENDANGERED BAT HABITAT ARE TO BE FELLED BETWEEN OCTOBER 1ST AND MARCH 31ST. 6.CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE MUNICIPALITY AND OWNER'S REPRESENTATIVE TO ENSURE PROTECTION AND MAINTENANCE OF EXISTING SITE FEATURES NOT NOTED FOR REMOVAL. 7.THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES AS SHOWN ON THE SURVEY PROVIDED TO THE ENGINEER FOR DESIGN. THERE MAY BE OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT MAY REQUIRE REMOVAL FOR THE PROPOSED SITE IMPROVEMENTS BUT THAT ARE NOT SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SUCH ITEMS. 8.ALL EXISTING SANITARY SEWERS, STORM SEWERS, WATER MAINS OR IRRIGATION LINES AND APPURTENANCES NOTED FOR REMOVAL WITHIN THE AREA OF THE PROPOSED CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. ALL ABANDONED SEWER LINES SHALL BE PLUGGED AT BOTH ENDS WITH A MINIMUM OF TWO (2) FEET LONG NON-SHRINK CONCRETE MORTAR PLUGS UNLESS OTHERWISE NOTED. GRADING NOTES: 1.PRIOR TO SUBGRADE PREPARATION, ANY EXISTING GRANULAR FILL SHALL BE REMOVED AND STOCKPILED FOR FUTURE USE. 2.SUBGRADE AREAS UNDER NEW PAVING SHALL BE PROOF ROLLED AT PROPOSED SUBGRADE ELEVATION IN CUT AREAS AND AT LOWEST PROPOSED EXCAVATION DEPTH IN FILL AREAS TO DETERMINE IF DEEPER SUBGRADE PREPARATION IS REQUIRED. PROOFROLL ALL FILL AREAS TO IDENTIFY SOFT OR DISTURBED AREAS IN THE SUBGRADE. ALL UNSUITABLE MATERIAL IDENTIFIED SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AND RECOMPACTED TO 95% STANDARD PROCTOR DENSITY. 3.REMOVE AND RECOMPACT AREAS OF SUBGRADE WHICH ARE SOFT OR UNSTABLE TO MEET SPECIFIED LIMITS FOR DENSITY AND MOISTURE CONTENT. PAVED AREAS TO BE COMPACTED TO 95% STANDARD PROCTOR. 4.SCARIFY AND RECOMPACT THE TOP 12 INCHES OF SUBGRADE IN ALL CUT AREAS AFTER ROUGH GRADING IS COMPLETED. COMPACT THE ENTIRE PAVING SUBGRADE TO 95% STANDARD PROCTOR DRY DENSITY TO WITHIN 12 INCHES OF FINAL SUBGRADE. 5.SUBGRADE PREPARATION SHALL BE A MINIMUM OF 1 FOOT DEEP AFTER FINE GRADING OR TRIMMING AND SHALL EXTEND TO A MINIMUM OF 2 FEET BEYOND THE EDGE OF THE PAVEMENT WHERE FEASIBLE. 6.DO NOT PLACE, SPREAD, OR COMPACT ANY FILL MATERIAL DURING UNFAVORABLE WEATHER CONDITIONS AND DO NOT RESUME COMPACTION OPERATIONS UNTIL MOISTURE CONTENT AND DENSITY OF IN-PLACE FILL MATERIAL ARE WITHIN SPECIFIED LIMITS. 7.MAINTAIN OPTIMUM MOISTURE CONTENT OF FILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. CONTRACTOR IS RESPONSIBLE FOR CONDITIONG AND RECONDITIONING AS NEEDED. IT IS INCIDENTAL TO THE PROJECT. PLACE FILL MATERIAL OF LOW PLASTICITY COHESIVE SOILS WITHIN -2% TO +3% OF OPTIMUM MOISTURE CONTENT. FOR GRANULAR MATERIAL, THE ACCEPTABLE RANGE IS -3% TO +3% OF OPTIMUM MOISTURE CONTENT. CONTRACTOR IS RESPONSIBLE FOR CONDITIONING/RECONDITIONING AS NEEDED AT NO ADDITIONAL COST TO OWNER. 8.GRADING TOLERANCES ARE AS FOLLOWS: a.UNPAVED AREAS NEAR BUILDINGS, PARKING AREAS AND SIDEWALKS: +/- 0.10 FEET b.UNPAVED AREAS AWAY FROM BUILDINGS, PARKING AREAS AND SIDEWALKS: +/-0.15 FEET c.GRADING SURFACES OF FILL UNDER BUILDING SLAB: +0.04 FEET TO -0.10 FEET d.SUBGRADE SURFACES: +/- 0.15 FEET 9.PROPOSED ELEVATIONS INDICATE FINISHED GRADE CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THE THICKNESS OF THE PROPOSED PAVEMENT SECTION (ROADS, WALKS, DRIVE, ETC.) OR TOPSOIL AS INDICATED ON THE PLANS. 10.CONTRACTOR SHALL PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES AND AVOID ANY RIDGES AND/OR DEPRESSIONS, UNLESS CALLED OUT ON THE PLANS. 11.FINISH CONTOURS AND SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVEMENT OR TO TOP OF TOPSOIL, UNLESS OTHERWISE NOTED. EROSION CONTROL NOTES: 1.USE ALL AVAILABLE MEANS TO MINIMIZE THE AMOUNT OF SOIL EROSION CAUSED BY THE WORK OF THE PROJECT. THIS INCLUDES RESPONSIBILITY FOR MAINTENANCE OF ALL SOIL EROSION CONTROL DEVICES INDICATED. 2.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 3.CONTROL DUST FROM ALL WORK AND STAGING AREAS. 4.ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND FUNCTIONAL BEFORE THE SITE IS OTHERWISE DISTURBED. THEY SHALL BE KEPT OPERATIONAL AND MAINTAINED CONTINUOUSLY THROUGHOUT THE PERIOD OF LAND DISTURBANCE UNTIL PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED. SEE PLANS FOR MINIMUM EROSION AND SEDIMENT CONTROL MEASURES. 5.STABILIZE ALL DISTURBED AREAS IMMEDIATELY IF THEY REMAIN INACTIVE FOR 14 DAYS OR MORE WITH A TEMPORARY SEED MIX PER SUDAS SPECIFICATION 9010. TEMPORARY SEEDING SHALL BE INCIDENTAL TO THE PROJECT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION/MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES. EROSION CONTROL DEVICES SHALL BE CHECKED ONCE PER WEEK AND AFTER EACH RAINFALL TO ENSURE WORKING ORDER. 7.CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A CONCRETE WASHOUT MEETING SUDAS SPEC 11,050 DURING ALL CONCRETE WORK. 9.CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS AFTER FINAL STABILIZATION HAS OCCURRED. 10.COSESCO DOES NOT APPLY TO THIS PROJECT. PAVEMENT GENERAL NOTES: 1.SEE STRUCTURAL PLANS FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS WITHIN THE BUILDING FOOTPRINT. 2.ALL DIMENSIONS AND CURB RADII SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB/EDGE OF PAVEMENT TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3.ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTS THAT HAVE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN ACROSS THE PAVING OR OVERLAY. 4.ALL SIDEWALKS SHALL BE CONSTRUCTED PER SUDAS SECTION 7030. 5.ALL PROPOSED PCC PAVEMENT SHALL BE PROTECTED ACCORDING TO SUDAS SECTION 7010-3.04. PCC PAVEMENT NOTES: 1.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND 3,000 PSI AT 7 DAYS, WITH 6-1/2 PERCENT± 1/2% AIR ENTRTAINMENT AND LIMESTONE AGGREGATE 1-1/2 INCH MAXIMUM SIZE. SLUMP SHALL BE 1/2” - 4”. PROVIDE ENGINEER WITH CONCRETE MIX DESIGN FOR APPROVAL. 2.MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO SUDAS SPECIFICATION 7010 FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT. M-MIX CAN BE USED WITH APPROVAL OF ENGINEER. 3.COARSE AGGREGATE DURABILITY SHALL BE CLASS II. 4.ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR ONE PER DAY IF LESS THAN 100 CY FROM SAME READY MIX PLANT. TESTING TO BE COMPLETED BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY CONTRACTOR. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK. SUBMIT ALL REPORTS TO THE ENGINEER. 5.PER SUDAS SECTION 7010, CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED, OR WITHIN 30 MINUTES OF PLACEMENT. 6.COLD-WEATHER PLACEMENT: COMPLY WITH SUDAS SECTION 7010 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES. a.WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEG F FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY SUDAS SECTION 7010. b.DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. c.DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS. 7.CURB EDGES SHALL BE ROUNDED BUT NOT ROLLED. PCC JOINTING NOTES: 1.JOINTING SHOULD CONFORM TO SUDAS SECTION 7010. 2.ALL JOINT TYPES REFERRED TO IN THE FOLLOWING NOTES OR ELSEWHERE ON THE PLANS ARE DETAILED IN IOWA SUDAS STANDARD DETAIL 7010.101. 3.WHERE ACCESS DRIVES INTERSECT EACH OTHER OR WHERE ACCESS DRIVES INTERSECT PARKING AREAS, THE JOINTING PLAN SHALL BE CONSTRUCTED PER IOWA SUDAS STANDARD DETAIL 7010.904. 4.PROVIDE CONTROL JOINTS 14 FEET O/C MAXIMUM (7 INCH PAVEMENT) OR 12 FEET O/C MAXIMUM (6 INCH PAVEMENT) UNLESS NOTED OTHERWISE. 5.INSTALL TYPE "K" OR TYPE "L" JOINTS AT 14 FEET O/C MAXIMUM (7 INCH PAVEMENT) OR 12 FEET O/C MAXIMUM (6 INCH PAVEMENT) UNLESS NOTED OTHERWISE. 6.PAVEMENT LONGITUDINAL JOINTS SHALL BE TYPE "KT-1" OR "L-1", TYP. 7.PAVEMENT TRANSVERSE JOINTS SHALL BE TYPE "C", TYP. TRANSVERSE JOINTS IN 5 INCH THICK SIDEWALK PAVING SHOULD BE SPACED TO MATCH THE WIDTH OF THE SIDEWALK NOT TO EXCEED 5 FEET. 8.ALL JOINTS, INCLUDING "KT" OR "L" TYPE JOINTS, SHALL BE SEALED PER IOWA SUDAS STANDARD DETAIL 7010.101 DETAIL "A" AND IOWA SUDAS STANDARD SPECIFICATION SECTION 7010-3.02 K. 9.INSTALL 1 INCH EXPANSION JOINT AT ALL LOCATIONS WHERE PAVEMENT ABUTS A BUILDING, STRUCTURE, STOOP, OR BACK-OF-CURB. 10.ALL EXPANSION JOINTS SHALL BE SEALED WITH A PEDESTRIAN RATED, SELF-LEVELING, ELASTOMERIC POLYURETHANE SEALANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTAL OF ALL SEALANTS TO ENGINEER FOR REVIEW. PAVEMENT MARKING NOTES: 1.PAINT PARKING STRIPING AND SIDEWALK CURBS PER PLANS AND LOCAL CODES WHERE SHOWN ON PLANS. MINIMUM CURING TIME FOR PAVING SHALL BE 7 DAYS. 2.PAINT ADA SYMBOLS AND STRIPING PER LOCAL CODES WHERE SHOWN ON PLANS. 3.FACTORY MIX QUICK DRYING, NON-BLEEDING WATERBORNE PAINT COMPLYING WITH SUDAS SPECIFICATION SECTION 8020. MATCH EXISTING COLOR. 4.PAINTING SHALL NOT BEGIN UNTIL PAVEMENT SURFACE HAS BEEN POWER BROOMED AND HAND SWEPT AS NECESSARY TO REMOVE LOOSE MATERIALS AND DIRT, AND NOT BEFORE ADEQUATE CURING TIME HAS BEEN OBTAINED ON THE PAVEMENT. 5.APPLY PAINT AT MANUFACTURER'S RECOMMENDED RATES IN TWO SEPARATE COATS FOR ALL PAVEMENT MARKINGS. ALL STRIPES ARE 4 INCHES WIDE UNLESS OTHERWISE INDICATED. ADA SYMBOLS SHALL CONFORM TO APPLICABLE ADA REGULATIONS. 6.REFER TO SUDAS SPECIFICATION SECTION 8020.3.02 FOR TEMPERATURE REQUIREMENTS. LEGEND: 850 849 EXISTING PROPOSED EASEMENT LINE SANITARY MANHOLE PROPERTY LINE SANITARY SEWER MAJOR CONTOUR MINOR CONTOUR DESCRIPTION SANITARY SERVICE WATER MAIN WATER VALVE FIRE HYDRANT ASSEMBLY OVERHEAD ELECTRIC WATER SERVICE 850 849 STORM SEWER FLARED END SECTION STORM STRUCTURES STORM SERVICE 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 C001 GENERAL NOTES SUBGRADE PREPARATION SHALL EXTEND 24" BEYOND EDGE OF PAVING NOTE: 6" 5" EXISTING SUBGRADE OR COMPACTED FILL (95% STANDARD PROCTOR DENSITY) SCARIFIED AND RECOMPACTED SUBGRADE (95% STANDARD PROCTOR DENSITY) P.C.C. SIDEWALK PAVING D5 PAVEMENT AND SURFACING CROSS SECTIONS 12 " 6" SCARIFIED AND RECOMPACTED SUBGRADE (95% STANDARD PROCTOR DENSITY) EXISTING SUBGRADE OR COMPACTED FILL (95% STANDARD PROCTOR DENSITY) P.C.C. 6" PCC GRANULAR SUBBASE 4" SLOPE3/ 4 " 3/4" NOTE: ALL PREFORMED JOINT MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE PAVEMENT SURFACE AND CARE SHALL BE EXERCISED THROUGHOUT THE CONSTRUCTION OF THE PAVEMENT TO ENSURE THAT SUCH JOINT MATERIAL REMAINS IN PROPER POSITION UPON COMPLETION OF PAVING OPERATION. COMPACTED SUBGRADE SUBGRADE IS FLUSH WITH BASE EXPANSION JOINT FILLER TO ENSURE THAT CONCRETE DOES NOT FLOW UNDER AND VOID EXPANSION JOINT PCC PAVING OR SIDEWALKBUILDING WALL/PAVING JOINT SEALANT 3/4" THICK PREFORMED EXPANSION JOINT FILLER C5 ISOLATION JOINT T 6" R=2" R=1" 6" 2"1"5" T = THICKNESS OF PAVEMENT C6 PCC INTEGRAL CURBS 6" STANDARD PCC CURB A5 SIDEWALK RAMPS SEE GRADING PLAN FOR PAVEMENT SLOPE. RECEIVING CURB SHOWN. SLOPE MAY BE AWAY FROM CURB. 4" 4" 2" SL/NP 3" 4" 3" 2" 3" 2" HANDICAPO CURB INTAKE 1024.15 T/C 1019.21 IE (N) 12" RCP 1019.11 IE (W) 15" RCP CURB INTAKE 1022.44 T/C 1017.38 IE (E) 15" RCP 1017.20 IE (W) 18" RCP 1018.26 IE (N) 6" CMP CURB INTAKE 1022.26 T/C 1016.82 IE (E) 18" RCP 1016.48 IE (W) 24" RCP MONUMENT SIGN TRAFFIC SIGNAL CABINET EXISTING PUBLIC ACCESS AND RECREATIONAL TRAIL EASEMENT (BK 2023, PG 16224) EXISTING 30' WATER LINE EASEMENT (BK 764, PG 564 & BK 2013, PG 7598) EXISTING 10' PUBLIC UTILITY EASEMENT (BK 2023, PG 16222) EXISTING 15' PUBLIC UTILITY EASEMENT (BK 2013, PG 10387) 1023 1024 10 2 5 10 2 6 10 2 7 1021102 1 10 2 1 10 2 2 10 2 2 10 2 2 10 2 2 102 2 10 2 2 10 2 2 10 2 2 1022 1023 10 2 3 10 2 3 1023 102 3 10 2 3 10 2 3 10 2 3 1024 10 2 4 1024 10 2 4 10 2 4 10 2 4 10 2 4 10 2 4 1024 10 2 4 10 2 4 10 2 4 10 2 4 102 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 1025 10 2 5 10 2 5 1025 1025 1025 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 6 10 2 6 10 2 6 1026 1026 10 2 6 1026 1026 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 9 10 2 9 10 2 9 10 2 9 10 2 9 10 2 9 10 3 0 10 3 0 10 3 0 10 3 0 SAWCUT FULL DEPTH AT EXISTING JOINT, REMOVE AND DISPOSE OF EXISTING PCC PAVEMENT (TYP) SAWCUT FULL DEPTH AT EXISTING JOINT, REMOVE AND DISPOSE OF EXISTING PCC PAVEMENT (TYP) PROTECT EXISTING INTAKE (TYP)PROTECT EXISTING INTAKE (TYP) SAWCUT FULL DEPTH, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK (TYP) REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK (TYP) PROTECT EXISTING FLAG POLES AND LIGHTING PROTECT EXISTING PAVEMENT TO REMAIN PROTECT EXISTING BUILDING PROTECT EXISTING PAVEMENT TO REMAIN (TYP) PROTECT EXISTING STORM SEWER (TYP) PROTECT EXISTING SIDEWALK (TYP) PROTECT EXISTING TREE (TYP) PROTECT EXISTING TREE (TYP) REMOVE AND DISPOSE OF EXISTING TREE PROTECT EXISTING SIDEWALK RAMP PROPERTY LINE (TYP) REMOVE AND DISPOSE OF EXISTING TREE (QTY 5) PROTECT EXISTING SIDEWALK (TYP) PROTECT EXISTING TREE (TYP) PROTECT EXISTING UTILITIES (TYP) PROTECT EXISTING MONUMENT SIGN AND LANDSCAPE BED(TYP) PROTECT EXISTING TREE (TYP) PROTECT EXISTING TREE (TYP) PROTECT EXISTING TREE (TYP) PROTECT EXISTING LIGHT POLE PROTECT EXISTING PAVEMENT TO REMAIN (TYP) PROTECT EXISTING BUILDING REMOVE AND DISPOSE OF EXISTING TREE REMOVE AND DISPOSE OF ROCK MULCH 1022 10 2 2 10 2 3 102 4 10 2 5 10 2 6 4" 4" 2" SL/NP 3"4" 3" 1" 2" 3" 2" HANDICAPO CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 12" RCP 12" RCP 15" RCP 15 " R C P 18" RCP 8" PVC 18" PVC 18 " P V C 31 . 0 0 ' B - B SE TALLGRASS L N SE TALLGRASS LN GR A N D P R A I R I E P K W Y PROJECT LOCATION PROJECT LOCATION PROPERTY LINE (TYP) 1023 1023 1024 1025 10 2 0 10 2 1 102 2 102 3 1022 10 2 2 10 2 3 102 4 10 2 5 10 2 6 1024 1025 1021 1022 102 3 1024 EXISTING BUILDINGFUTURE BUILDING ADDITION PROPOSED BUILDING IMPROVEMENTS PROPOSED BUILDING ADDITION NORTHNORTH OVERALL PLAN 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 DEMOLITION PLAN CD01 OVERALL PLAN AND DEMOLITION PLAN 4" 4" 2" SL/NP 3" 3" 2" HANDICAPO MONUMENT SIGN TRAFFIC SIGNAL CABINET EXISTING PUBLIC ACCESS AND RECREATIONAL TRAIL EASEMENT (BK 2023, PG 16224) EXISTING 30' WATER LINE EASEMENT (BK 764, PG 564 & BK 2013, PG 7598) EXISTING 10' PUBLIC UTILITY EASEMENT (BK 2023, PG 16222) EXISTING 15' PUBLIC UTILITY EASEMENT (BK 2013, PG 10387) 1023 1024 10 2 5 10 2 6 10 2 7 1021102 1 1021 10 2 2 10 2 2 10 2 2 10 2 2 102 2 10 2 2 102 2 1023 10 2 3 10 2 3 1023 102 3 10 2 3 10 2 3 10 2 3 1024 10 2 4 1024 10 2 4 10 2 4 10 2 4 10 2 4 10 2 4 1024 10 2 4 10 2 4 10 2 4 10 2 4 102 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 1025 10 2 5 10 2 5 1025 1025 1025 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 5 10 2 6 10 2 6 10 2 6 1026 1026 10 2 6 1026 1026 102 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 6 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 7 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 8 10 2 9 10 2 9 10 2 9 10 2 9 10 2 9 10 2 9 10 3 0 10 3 0 10 3 0 10 3 0 2.59% 2.35% 2.60% 2.40% 1.87 %3.33% 3.46 % 3.78% PROPOSED BUILDING ADDITION FFE = 1026.00 1022 10 2 2 10 2 2 10 2 3 10 2 3 10 2 4 10 2 4 10 2 4 10 2 4 102 5 10 2 5 102 6 10 2 6 102 7 10 2 7 2.15% 3.19 % 2.91 % 15 . 0 5 % 1.50% 1.21% 1.00% 1.50% 3. 8 9 % 1.50% 1.50% 1. 2 9 % 2. 1 1 % 1. 7 0 % 0.43% 1.50% 3. 8 9 % 1. 5 0 % RID G E 1022.18 ME ??? ME 102 2 . 2 2 T C 102 1 . 7 2 G U 1022.49 TC 1021.99 GU 1022.33 TC 1021.83 GU 1021.79 ME 1022.40 ME 10 2 4 . 1 4 M E 102 3 . 4 3 M E 102 3 . 2 3 M E 102 2 . 9 4 M E 102 2 . 6 4 M E 102 2 . 3 0 M E 102 1 . 8 8 M E 1024.15 TC 1023.65 GU 102 4 . 2 6 T C 102 3 . 7 6 G U 102 4 . 3 8 T C 102 3 . 8 8 G U 1024.61 TC 1024.11 GU 1024 . 1 1 T C 1023. 6 1 G U 1025.87 TC 1025.37 GU 102 5 . 9 8 T C 102 5 . 4 8 G U 102 5 . 4 2 T C 102 4 . 9 2 G U 1025.33 TC 1024.83 GU 102 4 . 6 4 T C 102 4 . 1 4 G U 1022.55 TC 1022.05 GU 1024.22 ME 1023.56 ME 1023.76 ME 1023.78 ME 10 2 4 . 0 8 M E 10 2 4 . 4 3 M E 10 2 4 . 7 7 M E 10 2 5 . 2 5 M E 10 2 5 . 3 6 M E 10 2 5 . 8 4 M E 1022.51 ME 1022.06 ME 1022.04 ME 1021.98 ME 1021.94 ME 1021.83 ME 1021.70 ME 1021.71 ME 1025.77 ME 1025.75 ME 1025.42 ME 1025.50 ME 1025.94 102 6 . 0 0 102 6 . 0 0 102 6 . 0 0 1025.92 1026.00 1026.0 0 102 5 . 9 2 10 2 3 . 6 2 M E 10 2 3 . 5 5 M E 1025.62 1025.54 10 2 5 . 4 6 10 2 5 . 5 4 102 4 . 7 8 1022.10 1024.18 TC 1023.68 GU 1025.45 TC 1024.95 GU 102 5 . 5 0 102 5 . 7 5 102 5 . 9 9 102 5 . 7 7 1.25% 2.49% 102 5 . 8 5 M E 102 5 . 8 9 102 5 . 8 7 M E 102 5 . 9 1 M E 102 5 . 8 5 E G 102 6 . 0 0 E G 102 5 . 9 6 E G 102 5 . 9 6 E G 102 5 . 9 9 E G 102 5 . 9 0 M E 102 5 . 6 0 M E 102 5 . 5 8 E G 4" 4" 2" SL/NP 3" 3" 2" HANDICAPO CURB INTAKE 1024.15 T/C 1019.21 IE (N) 12" RCP 1019.11 IE (W) 15" RCP CURB INTAKE 1022.44 T/C 1017.38 IE (E) 15" RCP 1017.20 IE (W) 18" RCP 1018.26 IE (N) 6" CMP CURB INTAKE 1022.26 T/C 1016.82 IE (E) 18" RCP 1016.48 IE (W) 24" RCP MONUMENT SIGN TRAFFIC SIGNAL CABINET EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 12" RCP 15" RCP EXISTING PUBLIC ACCESS AND RECREATIONAL TRAIL EASEMENT (BK 2023, PG 16224) EXISTING 30' WATER LINE EASEMENT (BK 764, PG 564 & BK 2013, PG 7598) EXISTING 10' PUBLIC UTILITY EASEMENT (BK 2023, PG 16222) EXISTING 15' PUBLIC UTILITY EASEMENT (BK 2013, PG 10387) 5" PCC SIDEWALK (TYP) R=5 . 0 0 ' R= 1 0 . 0 0 ' R= 1 0 . 0 0 ' 9.50'9.00' (TYP) 19 . 0 0 ' (T Y P ) 9.50' 9. 5 0 ' 17.50' STOOP, REFER TO STRUCTURAL PLANS (TYP) 5" PCC SIDEWALK (TYP) PCC STOOP, REFER TO STRUCTURAL PLANS (TYP) 5" PCC SIDEWALK (TYP) 4" PAINT STRIPING (TYP) DETECTABLE WARNING PANEL (TYP) 6" INTEGRAL CURB AND GUTTER (TYP) PROPOSED BUILDING ADDITION, REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS FFE = 1026.00 PROPOSED EGRESS DOOR, REFER TO ARCHITECTURAL PLANS 5. 0 0 ' 10 . 7 4 ' CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING PAVEMENT CONNECT TO EXISTING PAVEMENT PERPENDICULAR CURB RAMP (TYP) CONNECT TO EXISTING PAVEMENT CONNECT TO EXISTING SIDEWALK 5.18' 5. 1 3 ' 9. 8 8 ' 5. 0 0 ' R= 3 . 0 0 ' R=1 2 . 0 0 ' R=3 7 . 0 0 ' R=5 . 0 0 ' 25 . 0 0 ' 4.31' 6" PCC PAVING (TYP), SEE DETAIL SHEET C001 LIGHT POLE, REFER TO ELECTRICAL SITE PLANS 11.28' 27 . 5 8 ' REFER TO ARCHITECTURAL PLANS FOR PROPOSED INTERIOR BUILDING IMPROVEMENTS 5" PCC SIDEWALK (TYP) 8.72' 3. 5 0 ' 3" 1023 10 2 2 10 2 2 10 2 2 10 2 2 10 2 2 102 2 10 2 3 10 2 3 1022 10 2 2 10 2 2 6. 3 7 % 6. 3 7 % 1.50% 1. 6 7 % 1. 5 0 % 1.50% 1.00% 7. 5 0 % 7. 5 0 % 1.00% 1. 5 0 % 1. 5 0 % 1.00% 1.19% 1. 0 0 % 1. 1 5 % 1022.41 TC 1021.91 GU 1022.48 TC 1021.98 GU 1022.57 1022.52 102 2 . 7 0 M E 102 2 . 7 1 M E 1022.71 ME 1022.77 ME 1022.69 1022.61 1022.76 TC 1022.26 GU TC=GU 1022.24 TC=GU 1022.17 1022.65 TC 1022.15 GU TC=GU 1021.97 TC=GU 1021.92 102 2 . 6 3 102 2 . 5 8 MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK 1.25% 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 NORTHNORTH 1 GRADING ENLARGEMENT SEE GRADING ENLARGEMENT, THIS SHEET SITE PLAN GRADING PLAN C101 SITE AND GRADING PLAN 4" 4" 2" SL/NP 3" 1" 3" 2" HANDICAPO MONUMENT SIGN TRAFFIC SIGNAL CABINET EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC ACCESS AND RECREATIONAL TRAIL EASEMENT (BK 2023, PG 16224) EXISTING 30' WATER LINE EASEMENT (BK 764, PG 564 & BK 2013, PG 7598) EXISTING 10' PUBLIC UTILITY EASEMENT (BK 2023, PG 16222) EXISTING 15' PUBLIC UTILITY EASEMENT (BK 2013, PG 10387) (1) PIN CEM (6) JUN OWL (1) SYR RET (1) CEL OCC (1) CEL OCC (29) SPO TAR (25) ALL MIL (28) ALL MIL (25) PAN SHD PROTECT EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREE AND MONUMENT SIGN LANDSCAPING. PROTECT EXISTING TREE SOD, TYP. 2' WIDE ROCK MULCH MAINTENANCE BAND WITH SPADE CUT EDGE. RIVER ROCK MULCH AT 3" DEPTH, TYP. SOD, TYP. 12.00' PLANTING BED WITH HARDWOOD MULCH AND SPADE CUT EDGE. 7. 0 0 ' 6.00' 26.00' 4. 0 0 ' 3. 0 0 ' QTY (1) BIKE RACK BY LANDSCAPE FORMS OR APPROVED EQUAL. SEE SITE FURNITURE NOTES. 3. 0 0 ' 5. 0 0 ' RIVER ROCK MULCH AT 3" DEPTH, TYP. CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE EVERGREEN TREES PIN CEM 1 Pinus cembra Swiss Stone Pine B & B 6` HT. ORNAMENTAL TREES SYR RET 1 Syringa reticulata Japanese Tree Lilac B & B 1.5"Cal OVERSTORY TREES CEL OCC 2 Celtis occidentalis Common Hackberry B & B 2"Cal SHRUBS JUN OWL 6 Juniperus virginiana 'Grey Owl'Grey Owl Juniper CONT.3 gal ORNAMENTAL GRASS PAN SHD 25 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass CONT.1 gal SPO TAR 29 Sporobolus heterolepis 'Tara'Tara Prairie Dropseed CONT.1 gal PERENNIALS ALL MIL 53 Allium 'Millenium'Millenium Ornamental Onion CONT.1 gal CODE QTY BOTANICAL NAME COMMON NAME SIZE GROUND COVERS ROC MUL 1,115 sf ROCK MULCH RIVER ROCK 1 1/2" DIA.Mulch SOD S10 1,699 sf Sod Grass Sod Grass Sod PLANT SCHEDULE 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 NORTH 1.ALL SOD INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9020 - SODDING, UNLESS OTHERWISE NOTED. 2.ALL PLANT INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9030 - PLANT MATERIAL AND PLANTING, UNLESS OTHERWISE NOTED. 3.ALL PLANTING WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES ON SITE. 4.LOCATIONS OF ALL UTILITIES SHOWN ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. 5.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. IF CONFLICTS EXIST BETWEEN PROPOSED PLANTING LOCATIONS AND OTHER STRUCTURES AND UTILITIES, CONTRACTOR SHALL COORDINATE PLANTING ADJUSTMENTS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.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. 7.ALL TREES, SHRUBS, AND PERENNIAL PLANTS ARE LISTED IN THIS PLANT SCHEDULE. IF DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN ON THE DRAWINGS AND QUANTITIES LISTED IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 8.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.S.N.S.), 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 THE A.S.N.S. 9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING PLANT CULTURE, SIZE, CONDITION, AND NURSERY CERTIFICATION IN CONFORMANCE WITH SUDAS SECTION 9030 TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE OWNER AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT PLANTS THAT DO NOT CONFORM TO PROJECT SPECIFICATIONS AND ANSI STANDARDS UPON DELIVERY TO THE SITE. 11.SOD SHALL BE RHIZOMATOUS TURF-TYPE TALL FESCUE, BLACK BEAUTY MIXTURE BY ALLENDAN SOD COMPANY OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT PRODUCT DATA AND CERTIFICATIONS IN CONFORMANCE WITH SUDAS SECTION 9020 FOR APPROVAL BY LANDSCAPE ARCHITECT. 12.WOOD MULCH SHALL BE DOUBLE-SHREDDED HARDWOOD MULCH, PLACED TO A 3" TYPICAL DEPTH PER PLAN. 13.ROCK MULCH SHALL BE 1-1/2” RIVER ROCK MULCH AT 3” DEPTH OVER WEED BARRIER FABRIC PER PLAN. 14.PLANTING SOIL MIX SHALL CONSIST OF (1) PART LEAF-BASED ORGANIC COMPOST THOROUGHLY MIXED WITH (4) PARTS EXISTING OR IMPORTED LOAM TOPSOIL, PLACED TO A MINIMUM DEPTH OF 12". 15.THE CONTRACTOR SHALL PREPARE TOPSOIL IN ALL SODDED AREAS TO CONFORM WITH SUDAS SECTION 2010 - EARTHWORK. 16.THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING SOIL MIX. 17.THE CONTRACTOR SHALL PROVIDE A MECHANICAL SPADE-CUT EDGE AT THE PERIMETER OF MULCHED PLANTING BEDS PER PLAN. 18.APPLY PRE-EMERGENT WEED PREVENTER TO PLANTING AREAS PRIOR TO MULCHING. 19.CLUSTERED PLANTINGS OF PERENNIALS AND SHRUBS SHALL BE PLANTED IN A CONTIGUOUS MULCH BED. DECIDUOUS TREES SHALL RECEIVE INDIVIDUAL MULCH RINGS PER DETAIL, WHICH SHALL BE A MINIMUM DISTANCE OF 5' APART TO ACCOMMODATE MOWING OPERATIONS. 20.THE CONTRACTOR SHALL GUARANTEE ALL SOD TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR 60 DAYS AFTER SUBSTANTIAL COMPLETION OR SHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDAS SECTION 9020. 21.THE CONTRACTOR SHALL GUARANTEE ALL LIVE PLANT MATERIAL TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL YEAR AFTER NOTICE OF ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDAS SECTION 9030. 22.POINTS OF INSPECTION: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE AT LEAST FIVE (5) DAYS PRIOR TO START OF WORK, INSPECTIONS, OR DELIVERY TO THE PROJECT SITE TO ALLOW FOR INSPECTION SCHEDULING FOR EACH OF THE FOLLOWING WORK ACTIVITIES LISTED BELOW. THE NOTICE MUST BE SENT VIA CONFIRMABLE EMAIL OR FACSIMILE TRANSMISSION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE. A.PRE-INSTALLATION MEETING: THE CONTRACTOR SHALL MEET WITH THE OWNER AND/OR OWNER'S REPRESENTATIVE TO REVIEW SCHEDULE, SUBMITTALS, AND PROJECT EXPECTATIONS. THIS MEETING SHALL OCCUR AT LEAST 10 DAYS PRIOR TO THE START OF ANY WORK OR DELIVERIES TO THE JOB SITE. B.1ST INSPECTION MEETING: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE 5 DAYS IN ADVANCE FOR REVIEW ON PLANT STOCK DELIVERY, BALLED AND BURLAPPED TREE PLANTING PROCEDURES, PLANT BED PREPARATION, AND OTHER REVIEW. THIS MEETING SHALL OCCUR BEFORE PLANTING BEGINS TO ENSURE BEDS ARE CORRECT AND THE PROPER PLANTING PROCEDURES ARE FOLLOWED. C.FINAL INSPECTION MEETING: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE 5 DAYS IN ADVANCE FOR REVIEW OF COMPLETE INSTALLATION. A PUNCHLIST BY THE OWNER AND/OR OWNER'S REPRESENTATIVE SHALL BE CREATED AND SENT TO THE CONTRACTOR AND OWNER TO COORDINATE ANY CLEAN UP, PLANT REPLACEMENT, AND REPAIR. D.FINAL PROJECT ACCEPTANCE: THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER AND/OR OWNER'S REPRESENTATIVE FOR SITE INSPECTION AT LEAST FOURTEEN (14) DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. SODDING AND LIVE PLANTING NOTES: L101 LANDSCAPE PLAN 1.ALL TREES SHALL BE PER THE RECOMMENDATIONS AND REQUIREMENTS OF THE CURRENT ANSI 'AMERICAN STANDARDS FOR NURSERY STOCK'. 2.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. NOTIFY ENGINEER IMMEDIATELY UPON CONFLICT OF PLANTS, STRUCTURES, AND UTILITIES. 3.ALL PLANTING BEDS SHALL RECEIVE 3" DOUBLE SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE NOTED. 4.REPAIR ALL AREAS OF DISTURBANCE, INCLUDING RIGHT-OF-WAYS, WITH TURF SOD UNLESS NOTED OTHERWISE. 5.PLANTING BEDS SHALL BE TILLED TO A DEPTH OF 12" TO DECOMPACT SOILS. 6.ISLANDS SHALL BE CORED OUT TO REMOVE ALL GRANULAR AND COMPACTED SUBBASE TO A DEPTH OF 36" BELOW FINISH PAVING SURFACE AND FILLED WITH APPROVED TOPSOIL. 7.MINIMUM PLANT SIZE REQUIREMENT: DECIDUOUS OVERSTORY TREE: 8' HT. EVERGREEN OVERSTORY TREE: 6' HT. DECIDUOUS ORNAMENTAL TREE: 6' HT. 8.FOR PARKING LOT ISLANDS THAT ARE HAVING EXISTING TURF GRASS REMOVED AND REPLACED WITH RIVER ROCK MULCH, REMOVE TURF GRASS MANUALLY SO AS TO NOT DAMAGE EXISTING TREE ROOTS. LANDSCAPE NOTES: OPEN SPACE REQUIREMENT: MINIMUM OF 20% OF THE GROSS LAND AREA INCLUDING THE BUILDING LOT MINIMUM LANDSCAPE REQUIREMENT: ONE TREE & ONE SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE, 50% OVERSTORY SHADE, 25% EVERGREEN MINIMUM PLANT SIZE REQUIREMENT:DECIDUOUS OVERSTORY TREE: 8' HT. EVERGREEN OVERSTORY TREE: 6' HT. DECIDUOUS ORNAMENTAL TREE: 6' HT. OFFSTREET PARKING REQUIREMENTS:INTERIOR: ONE TREE PER PARKING ISLAND, 50% OVERSTORY SHADE. ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT EXTERIOR: ONE OVERSTORY DECIDUOUS TREE PER 40 LINEAR FEET OF PUBLIC RIGHT-OF-WAY FRONTAGE. NOT ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT BUFFERS AND SCREENING: 30' SCREEN WITH 2 OVERSTORY, 3 EVERGREEN, AND 2 ORNAMENTAL TREES PER 50 LINEAR FEET OF BUFFER. ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT LANDSCAPE SUMMARY: 1.PROVIDE QTY (1) BIKE RACK BY LANDSCAPE FORMS OR APPROVED EQUAL, TO MATCH EXISTING BIKE RACKS. A. PRODUCT NAME: RIDE BIKE RACK B. FINISH: ARCHITECTURAL SERIES POWDERCOATED METAL IN COLOR DUSK C. MOUNTING: SURFACE MOUNT D. CONTACT: CONNOR LOCKWOOD, ConnorL@landscapeforms.com. OFFICE: 269-276-4590. 2.REFERENCES A. ASTM D 522 - STANDARD TEST METHODS FOR MANDREL BEND TEST OF ATTACHED ORGANIC COATINGS B. ASTM D 2247 - STANDARD PRACTICE FOR TESTING WATER RESISTANCE OF COATINGS IN 100% RELATIVE HUMIDITY C. ASTM D 3359 - STANDARD TEST METHODS FOR MEASURING ADHESION BY TAPE TEST D. ASTM D 3363 - STANDARD TEST METHOD FOR FILM HARDNESS BY PENCIL TEST E. ASTM G 115 - STANDARD PRACTICE FOR OPERATING XENON ARC LIGHT APPARATUS FOR EXPOSURE OF NON-METALLIC MATERIALS F. ISO 1520 - PAINTS AND VARNISHES - CUPPING TEST G. ISO 2815 - PAINTS AND VARNISHES - BUCHHOLZ INDENTATION TEST 3.SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA, STORAGE AND HANDLING REQUIREMENTS, INSTALLATION METHOD, AND AVAILABLE COLORS AND FINISHES. B. SHOP DRAWINGS: INCLUDING PLANS AND ELEVATIONS, SHOWING OVERALL DIMENSIONS C. PHYSICAL SAMPLES OF MATERIALS, FINISHES, AND COLORS D. MANUFACTURER'S WARRANTY 4.QUALITY ASSURANCE A. MANUFACTURER'S QUALIFICATIONS: MANUFACTURER REGULARLY ENGAGED IN MANUFACTURE OF SITE FURNISHINGS SINCE 1969. B. PRODUCT SUPPORT: PRODUCTS ARE SUPPORTED WITH COMPLETE ENGINEERING DRAWINGS AND DESIGN PATENTS. C. BASE WORTH: AN INSTALLED BASE OF PRODUCTS WORTH IN EXCESS OF ONE HUNDRED MILLION DOLLARS. D. ASSETS: EXCESS OF TWENTY MILLION DOLLARS IN ASSETS. E. PRODUCTION: ORDERS ARE FILLED WITHIN A 40-DAY SCHEDULE. F. FACILITY OPERATOR: WELDERS AND MACHINE OPERATORS ARE CERTIFIED. 5.DELIVERY STORAGE, AND HANDLING A. DELIVER MATERIALS TO SITE IN MANUFACTURER'S ORIGINAL, UNOPENED CONTAINERS AND PACKAGING, WITH LABELS CLEARLY IDENTIFYING PRODUCT NAME AND MANUFACTURER. B. STORE MATERIALS IN CLEAN, DRY AREA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. KEEP PACKAGING UNOPENED UNTIL INSTALLATION. C. PROTECT MATERIAL AND FINISH DURING HANDLING AND INSTALLATION TO PREVENT DAMAGE. 6.WARRANTY: PRODUCTS WILL BE FREE FROM DEFECTS IN MATERIAL AND/OR WORKMANSHIP FOR A PERIOD OF THREE YEARS FROM THE DATE OF INVOICE. 7.EXAMINATION: EXAMINE AREA TO RECEIVE BIKE RACKS AND NOTIFY LANDSCAPE ARCHITECT OF CONDITIONS THAT WOULD ADVERSELY AFFECT INSTALLATION. DO NOT BEGIN INSTALLATION UNTIL UNACCEPTABLE CONDITIONS ARE CORRECTED. 8.INSTALL BIKE RACKS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL LEVEL AND ANCHOR SECURELY IN PLACE. 9.REPAIR MINOR DAMAGE TO FINISH IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE AND REPLACE DAMAGED COMPONENTS THAT CANNOT BE SUCCESSFULLY REPAIRED. 10.CLEAN BIKE RACK PROMPTLY AFTER INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DO NOT USE HARSH CLEANING MATERIALS OR METHODS THAT COULD DAMAGE FINISH. 11.PROTECT INSTALLED BIKE RACKS TO ENSURE THAT, EXCEPT FOR NORMAL WEATHERING, RACKS WIL BE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. SITE FURNITURE NOTES: 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc . REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO:R3008.471.00 PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C 05/26/2026ISSUANCE SOUTH WAUKEE VERTICAL EXPANSION EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 PL A N N I N G DE S I G N ©2026 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : SHIVE-HATTERY PROJECT NO:2250017990 IFP CITY SITE PLANS 2026-05-05 IFP CITY SITE PLAN RESUBMIT 2026-05-28 IFP CITY SITE PLAN RESUBMIT 2026-06-15 2 X ROOT BALL DIAMETER SET TREE PLUMB MAINTAIN THROUGHOUT WARRANTY. REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPE ARCHITECT APPROVAL. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. ROOT BALL CROWN 2" ABOVE GRADE 4" DOUBLE SHREDDED HARDWOOD MULCH PULLED BACK 6" FROM TRUNK BASE. TAPER TOP OF MULCH TO TURF LINE. 3'-0" MULCH RING SET ROOT BALL CROWN 2" HIGHER THAN GRADE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. SPADE CUT EDGE BETWEEN MULCH AND SOD, WHEN NOT WITHIN A CONTIGUOUS PLANTING BED. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL HOLE WITH MODIFIED PLANTING SOIL AS SPECIFIED. 6" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL. THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 ga WIRE. NOTES: 1. STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF PLANTING HOLE. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. 3. TREE STAKING IS REQUIRED FOR ALL DECIDUOUS TREES. USE 3 STAKES. 4. TREE STAKING IS REQUIRED FOR ALL EVERGREEN TREES. USE 2 STAKES. 4. REMOVE WITHIN 1 YEAR. STEEL POST, SEE CHART. PLAN VIEW NORTH DECIDUOUS TREE PLAN VIEW NORTH STAKING ORIENTATION PLAN EVERGREEN TREE STAKING ORIENTATION PLAN PLACE STAKES 6" BEYOND TREE'S DRIPLINE A1 DECIDUOUS TREE PLANTING A3 TREE STAKING DETAIL 3" DOUBLE SHREDDED HARDWOOD MULCH AS SPECIFIED. DIG HOLE 2X ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE PLANT IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AND ADD ANY SOIL AMENDMENTS OR FERTILIZERS AS SPECIFIED. SPACE PLANTINGS ACCORDING TO PLANS IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. REMOVE ALL ROPE, TWINE AND BURLAP FROM ROOT BALL OF B&B SHRUBS FOR SHRUBS ONLY: SET ROOT FLARE 2" ABOVE GRADE. PLANTING SOIL AS SPECIFIED C1 PERENNIAL AND SHRUB PLANTING BED SET TREE PLUMB MAINTAIN THROUGHOUT WARRANTY. REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPE ARCHITECT APPROVAL. TAPER TOP OF MULCH TO MATCH TURF LINE. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN PLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE WITH TERMINAL LEADERS EXCEEDING 12" IN LENGTH WILL ALSO BE REJECTED. ROOT BALL CROWN 2" ABOVE GRADE 2 X ROOT BALL DIAMETER PLACE STAKES 6" BEYOND TREE'S DRIPLINE 3'-0" MULCH RING SET ROOT BALL CROWN 2" HIGHER THAN GRADE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DOUBLE SHREDDED HARDWOOD MULCH RING AT 4" DEPTH PULLED BACK 6" FROM TRUNK BASE SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL HOLE WITH MODIFIED PLANTING SOIL AS SPECIFIED. A5 CONIFEROUS TREE PLANTING COMPACTED SUBGRADE NON-WOVEN GEOTEXTILE SEPARATOR FABRIC FACE OF BUILDING OR EDGE OF PAVING PER PLAN 1 1/2" RIVER ROCK, 3" TYPICAL DEPTH SPADE CUT EDGE WHERE ROCK MULCH IS NOT BORDERED BY BUILDING OR PAVING C3 RIVER ROCK MAINTENANCE BAND L102 LANDSCAPE DETAILS LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 14 13 12 9 7 5 4 311106811.2 10.614.2 13.2 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" NEW EXISTING ROOF-3 16'-8" 14.3 TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 9 7 5 4 368 4.85.55.8 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 14 13 12 91110 811.2 10.614.2 13.2 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" NEW EXISTING ROOF-3 16'-8" 14.3 TOP OF MECH SCREEN 43'-11" EXTERIOR ELEVATION MATERIALS 1 NOT USED 2 METAL COMPOSITE MATERIAL (MCM) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 2" NOM THICKNESS 3 METAL COMPOSITE MATERIAL (MCM) COLOR 3 (DK GRAY) VERTICAL 36"W - 2" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 48"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) 16X4X4 RUNNING BOND 5A BRICK MASONRY VENEER (BRK) ACCENT COLOR (BELDEN BRK-TITANIUM) 16X4X4 SOLDIER 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) COLUMN INSET AND COPING CAPS 7 DECORATIVE CONCRETE MASONRY UNIT (DCMU) ACCENT COLOR (TRENDSTONE - MIDWEST SLATE) 16X8X4 RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - CEDAR 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 MCM CANOPY TRIM - COLUMN ENCLOSURE, FASCIA & RAKE ENDS - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - CEDAR 13 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DARK-GRAY) - MATCH IMWP COLOR 3 14 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - 5 BRK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) WITH 5A BRK MASONRY VENEER ACCENT COLOR (BELDEN BRK-TITANIUM) 16 CUT NEW OPENING IN EXISTING EXTERIOR WALL PL A N N I N G DE S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: 05/27/2026ISSUANCE EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : 5/ 2 6 / 2 0 2 6 1 1 : 5 2 : 3 0 A M R3007.471.00 P05.01 EXTERIOR ELEVATIONS PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C SOUTH WAUKEE VERTICAL EXPANSION ©2026 1/16" = 1'-0" NORTH EXTERIOR ELEVATION - OVERALLA1 1/8" = 1'-0" NORTH EXTERIOR ELEVATION EXISTINGB1 1/8" = 1'-0" NORTH EXTERIOR ELEVATION NEW LEVEL 2 & EXIST LEVEL 1C1 FENESTRATION CALCULATIONS NORTH ELEVATION: EXTERIOR WALL: 9,955 SF OPENINGS: SF % OPENINGS EXTERIOR MATERIAL PERCENTAGES - NORTH EXIST: EXTERIOR MATERIAL PERCENTAGES - NORTH NEW: EXTERIOR AREA EXIST: 4,902 SF EXTERIOR MATERIALS: 2 - MCM LT GRAY: 1,560 SF 31.82% 3 - MCM DK GRAY: 504 SF 10.28% 5 - 5A BRK: 1,030 SF 21.01% 7 - BASE DCMU: 295 SF 06.02% 8 - AWP CEDAR: 220 SF 04.48% 9 - CURTAINWALL: 400 SF 08.09% 10 - STOREFRONT: 901 SF 18.24% EXTERIOR AREA NEW & EXIST: 5,053 SF EXTERIOR MATERIALS: 2 - MCM LT GRAY: 1,011 SF 20.00% 7 - BASE DCMU: 371 SF 07.34% 8 - AWP CEDAR: 3,671 SF 72.65% FENESTRATION CALCULATIONS TOTALS FOR ALL EXTERIOR WALLS: EXTERIOR WALL: 9,955 SF OPENINGS: 1,301 SF 13.09 % OPENINGS NORTH ELEV - COMBINED EXIST & NEW EXTERIOR WALL: 10,606 SF OPENINGS: 4,092 SF 38.58% OPENINGS SOUTH ELEV - COMBINED EXIST & NEW EXTERIOR WALL: 4,016 SF OPENINGS: 839 SF 20.89% OPENINGS LINK EAST ELEV - COMBINED EXIST & NEW EAST ELEV - COMBINED EXIST & NEW EXTERIOR WALL: 6,306 SF OPENINGS: CW 1,345 SF + SF 321 SF CW return + 646 SF-SF Total Openings: 2,312 SF 36.66% OPENINGS LINK WEST ELEV - COMBINED EXIST & NEW EXTERIOR WALL: 2,262 SF OPENINGS: 484 SF 21.39% OPENINGS WEST ELEV - COMBINED EXIST & NEW EXTERIOR WALL: 4,103 SF OPENINGS: 590 SF 14.38% OPENINGS TOTALOPENINGS PERCENTAGES: OVERALL COMBINED EXIST & NEW NORTH ELEV: % SOUTH ELEV: 38.58% LINK EAST ELEV: 20.89% EAST ELEV: 36.66% LINK WEST ELEV: 21.39% WEST ELEV: 14.38% OVERALL AVERAGE OPENINGS PERCENTAGE: % NOT USED1 METAL COMPOSITE MATERIAL PANELS (MCM)2 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: LIGHT GRAY, GRANITE) HORIZONTAL INSTALLATION - RUNNING BOND TYPICAL PANEL SIZE: 144"W X 24"H X 2" D METAL COMPOSITE MATERIAL PANELS (MCM)3 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 36"W X 144"H X 2"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: ELEMEX - CERAMITEX COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 48"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D 7CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (CEDAR ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 SITE ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK - BACK-UP CMU BLOCK BRICK MASONRY VENEER ACCENT (BRK) MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - TITANIUM) STACK BOND & ROWLOCK INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND SIZE: 16"W X 4"H X 4" D ACCENT: (BELDEN TITANIUM) ROWLOCK SIZE: 16"W X 4"H X 4"D BASE COURSE: DCMU MIDWEST SLATE- RUNNING BOND 16"W X 8"H X 4"D GATES: HSS TUBE STEEL FRAMES W/ PERF METAL PANELS 20% OPEN - HPC FINISH DECORATIVE MASONRY VENEER BASE (DCMU MANUFACTURER: SUPPLIER: ARCHITECTURAL PRODUCTS OF IOWA COLOR: (MIDWEST SLATE) RUNNING BOND TYPICAL UNIT SIZE: 16"W X 8"H X 4"D 2,609.006 sf NEW CONSTRUCTION 0 0 0 21.98 0 0 LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 1413129754311106811.210.6 14.213.2 4.8 5.5 5.8 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" 14.3 NEWEXISTING TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 14131291110811.210.6 14.213.2 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" EXISTING NEW ROOF-3 16'-8" TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" 97543684.8 5.5 5.8 ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" TOP OF MECH SCREEN 43'-11" EXTERIOR ELEVATION MATERIALS 1 NOT USED 2 METAL COMPOSITE MATERIAL (MCM) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 2" NOM THICKNESS 3 METAL COMPOSITE MATERIAL (MCM) COLOR 3 (DK GRAY) VERTICAL 36"W - 2" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 48"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) 16X4X4 RUNNING BOND 5A BRICK MASONRY VENEER (BRK) ACCENT COLOR (BELDEN BRK-TITANIUM) 16X4X4 SOLDIER 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) COLUMN INSET AND COPING CAPS 7 DECORATIVE CONCRETE MASONRY UNIT (DCMU) ACCENT COLOR (TRENDSTONE - MIDWEST SLATE) 16X8X4 RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - CEDAR 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 MCM CANOPY TRIM - COLUMN ENCLOSURE, FASCIA & RAKE ENDS - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - CEDAR 13 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DARK-GRAY) - MATCH IMWP COLOR 3 14 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - 5 BRK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) WITH 5A BRK MASONRY VENEER ACCENT COLOR (BELDEN BRK-TITANIUM) 16 CUT NEW OPENING IN EXISTING EXTERIOR WALL PL A N N I N G DE S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: 05/27/2026ISSUANCE EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : 5/ 2 6 / 2 0 2 6 1 2 : 5 2 : 3 4 P M R3007.471.00 P05.02 EXTERIOR ELEVATIONS PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C SOUTH WAUKEE VERTICAL EXPANSION ©2026 1/16" = 1'-0" SOUTH BUILDING ELEVATION OVERALLA1 1/8" = 1'-0" SOUTH BUILDING ELEVATION NEW LEVEL 2 & EXIST LEVEL 1C1 1/8" = 1'-0" SOUTH BUILDING ELEVATION - EXISTINGB1 FENESTRATION CALCULATIONS SOUTH ELEVATION: EXTERIOR WALL: 10,606 SF OPENINGS: 4,092 SF 38.58% OPENINGS EXTERIOR MATERIAL PERCENTAGES - SOUTH EXISTING: EXTERIOR MATERIAL PERCENTAGES - SOUTH LEVEL 2 NEW & LEVEL 1 EXIST EXTERIOR AREA SOUTH EXIST: 5,040 SF EXTERIOR MATERIALS: 3 - MCM DK GRAY: 371 SF 07.36% 4 - PWP WHITE: 665 SF 13.19% 5 & 5A BRK: 1,394 SF 27.65% 7 - BASE DCMU: 315 SF 06.25% 8 - AWP CEDAR: 511 SF 10.14% 9 - CURTAINWALL: 1,723 SF 34.19% 10 - STOREFRONT: 63 SF 01.25% EXTERIOR AREA SOUTH LEVEL 2 NEW & LEVEL 1 EXIST: 5,496 SF EXTERIOR MATERIALS: 2 - MCM LT GRAY: 690 SF 12.55% 3 - MCM DK GRAY: 368 SF 6.89% 4 - PWP WHITE: 934 SF 17.00% 7 - BASE DCMU: 311 SF 5.65% 8 - AWP CEDAR: 832 SF 15.13% 9 - CURTAINWALL: 1,664 SF 30.27% 10 - STOREFRONT: 642 SF 11.68% EXTERIOR WALL 5,496 SF OPENINGS 2,306 SF 41.95% OPENINGS NOT USED1 METAL COMPOSITE MATERIAL PANELS (MCM)2 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: LIGHT GRAY, GRANITE) HORIZONTAL INSTALLATION - RUNNING BOND TYPICAL PANEL SIZE: 144"W X 24"H X 2" D METAL COMPOSITE MATERIAL PANELS (MCM)3 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 36"W X 144"H X 2"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: ELEMEX - CERAMITEX COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 48"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D 7CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (CEDAR ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 SITE ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK - BACK-UP CMU BLOCK BRICK MASONRY VENEER ACCENT (BRK) MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - TITANIUM) STACK BOND & ROWLOCK INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND SIZE: 16"W X 4"H X 4" D ACCENT: (BELDEN TITANIUM) ROWLOCK SIZE: 16"W X 4"H X 4"D BASE COURSE: DCMU MIDWEST SLATE- RUNNING BOND 16"W X 8"H X 4"D GATES: HSS TUBE STEEL FRAMES W/ PERF METAL PANELS 20% OPEN - HPC FINISH DECORATIVE MASONRY VENEER BASE (DCMU MANUFACTURER: SUPPLIER: ARCHITECTURAL PRODUCTS OF IOWA COLOR: (MIDWEST SLATE) RUNNING BOND TYPICAL UNIT SIZE: 16"W X 8"H X 4"D 2,511.732 sf NEW CONSTRUCTION LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" AB'A'E BC A.3D.5 C'DD.4 B.3 A.6'F C.7' ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" A.3'A.9'A.7' TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" A B'EBCA.3 D.5C'DB.3 F G ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" TOP OF MECH SCREEN 43'-11" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" AB'E BC A.3D.5 C'D B.3FG ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" LEVEL 1 0'-0" LEVEL 2 14'-8" ROOF MOB 29'-0" A B'A'EBCA.3 D.5C'D D.4B.3A.6'FC.7' ROOF-2 33'-11" LEVEL 2A 17'-2 1/2" ROOF-3 16'-8" A.3'A.9'A.7' TOP OF MECH SCREEN 43'-11" EXTERIOR ELEVATION MATERIALS 1 NOT USED 2 METAL COMPOSITE MATERIAL (MCM) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 2" NOM THICKNESS 3 METAL COMPOSITE MATERIAL (MCM) COLOR 3 (DK GRAY) VERTICAL 36"W - 2" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 48"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) 16X4X4 RUNNING BOND 5A BRICK MASONRY VENEER (BRK) ACCENT COLOR (BELDEN BRK-TITANIUM) 16X4X4 SOLDIER 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) COLUMN INSET AND COPING CAPS 7 DECORATIVE CONCRETE MASONRY UNIT (DCMU) ACCENT COLOR (TRENDSTONE - MIDWEST SLATE) 16X8X4 RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - CEDAR 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 MCM CANOPY TRIM - COLUMN ENCLOSURE, FASCIA & RAKE ENDS - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - CEDAR 13 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DARK-GRAY) - MATCH IMWP COLOR 3 14 EXPOSED FASTENER, LAP-SEAM METAL WALL PANEL. (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - 5 BRK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) WITH 5A BRK MASONRY VENEER ACCENT COLOR (BELDEN BRK-TITANIUM) 16 CUT NEW OPENING IN EXISTING EXTERIOR WALL PL A N N I N G DE S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r . De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e - H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I o w a 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: 05/27/2026ISSUANCE EL E C T / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I o w a 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : 5/ 2 6 / 2 0 2 6 1 2 : 3 6 : 4 9 P M R3007.471.00 P05.03 EXTERIOR ELEVATIONS PE R M I T D R A W I N G S SO U T H W A U K E E V E R T I C A L E X P A N S I O N 10 2 5 S O U T H E A S T T A L L G R A S S L A N E WA U K E E , I A 5 0 2 6 3 TI C P R O P E R T I E S , L L C SOUTH WAUKEE VERTICAL EXPANSION ©2026 1/8" = 1'-0" EAST BUILDING ELEVATION - NEW ADDITION LEVEL 2 - EXISTING LEVEL 1C1 1/8" = 1'-0" WEST BUILDING ELEVATIONA1 1/8" = 1'-0"(A1/A03.10) BUILDING SECTION THRU LINK TO MOBB1 1/8" = 1'-0" (A1/A03.10) BUILDING SECTION THRU LINK TO ASC ADDITIOND1 FENESTRATION CALCULATIONS WEST ELEVATION: EXTERIOR WALL: 4,103 SF OPENINGS: 590 SF 14.38% OPENINGS FENESTRATION CALCULATIONS LINK WEST ELEVATION: EXTERIOR WALL: 2,262 SF OPENINGS: 484 SF 21.39% OPENINGS EXTERIOR AREA WEST ELEV: 4,103 SF EXTERIOR MATERIALS: 2 - MCM LT GRAY: 1,338 SF 31.05% 4 - PWP WHITE: 480 SF 11.14% 5 & 5A - BRK: 1,727 SF 42.09% 7 - BASE DCMU: 255 SF 06.21% 8 - AWP CEDAR: 60 SF 01.46% 9 - CURTAINWALL: 350 SF 08.53% 10 - STOREFRONT: 240 SF 05.85% EXTERIOR AREA LINK-W ELEV: 2,262 SF EXTERIOR MATERIALS: 3 - MCM DK GRAY: 880 SF 38.90% 4 - PWP WHITE: 301 SF 13.30% 5 & 5A- BRK : 438 SF 19.36% 7 - BASE DCMU: 56 SF 02.47% 8 - AWP CEDAR: 104 SF 04.59% 9 - CURTAINWALL: 389 SF 17.20% FENESTRATION CALCULATIONS EAST ELEVATION: EXTERIOR WALL: 6,306 SF OPENINGS: CW 1,345 SF + SF 321 SF CW return + 646 SF-SF Total Openings: 2,312 SF 36.66% OPENINGS EXTERIOR AREA EAST ELEV: 6,306 SF EXTERIOR MATERIALS: 2 - MCM LT GRAY: 1,427 SF 22.63% 4 - PWP WHITE: 1,090 SF 17.28% 7 - BASE DCMU: 407 SF 6.45% 8 - AWP CEDAR: 1,371 SF 21.74% 9 - CURTAINWALL: 1,345 SF 21.32% 10 - STOREFRONT: 321 SF CW return 5.09% 646 SF 10.24% FENESTRATION CALCULATIONS LINK EAST ELEVATION: EXTERIOR WALL: 4,016 SF OPENINGS: 839 SF 20.89% OPENINGS EXTERIOR AREA LINK-E ELEV: 4,016 SF EXTERIOR MATERIALS: 3 - MCM LT Gray 1,092 SF 27.19% 4 - PWP WHITE: 440 SF 10.95% 7 - BASE DCMU: 173 SF 3.41% 8 - AWP CEDAR: 1,485 SF 36.97% 9 - CURTAINWALL: 691 SF 17.20% 10 - STOREFRONT: 148 SF 01.49% NOT USED1 METAL COMPOSITE MATERIAL PANELS (MCM)2 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: LIGHT GRAY, GRANITE) HORIZONTAL INSTALLATION - RUNNING BOND TYPICAL PANEL SIZE: 144"W X 24"H X 2" D METAL COMPOSITE MATERIAL PANELS (MCM)3 MANUFACTURER: ALUCOBOND, ALCOA, ALPOLIC COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 36"W X 144"H X 2"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: ELEMEX - CERAMITEX COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 48"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D 7CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (CEDAR ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 SITE ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK - BACK-UP CMU BLOCK BRICK MASONRY VENEER ACCENT (BRK) MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - TITANIUM) STACK BOND & ROWLOCK INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND SIZE: 16"W X 4"H X 4" D ACCENT: (BELDEN TITANIUM) ROWLOCK SIZE: 16"W X 4"H X 4"D BASE COURSE: DCMU MIDWEST SLATE- RUNNING BOND 16"W X 8"H X 4"D GATES: HSS TUBE STEEL FRAMES W/ PERF METAL PANELS 20% OPEN - HPC FINISH DECORATIVE MASONRY VENEER BASE (DCMU MANUFACTURER: SUPPLIER: ARCHITECTURAL PRODUCTS OF IOWA COLOR: (MIDWEST SLATE) RUNNING BOND TYPICAL UNIT SIZE: 16"W X 8"H X 4"D 2,594.132 sf NEW CONSTRUCTION 3,084.878 sf NEW CONSTRUCTION