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A001 - Council Action Form dated June 9, 2026
ITEM #:50 DATE:06-09-26 DEPT:P&H SUBJECT:AMENDMENT TO INTEGRATED SITE PLAN SUBDIVISION FOR 1410 BUCKEYE AVENUE AND MAJOR SITE DEVELOPMENT PLAN FOR NEW TIRE SERVICE USE (LES SCHWAB) COUNCIL ACTION FORM BACKGROUND: Les Schwab Tire Center requests approval of an amended Integrated Site Plan as approval of a new Major Site Development Plan (MSDP) for the construction of a new building at 1410 Buckeye Avenue. The site was originally approved for a carwash on a lot within the Southwood 6th Addition Integrated Site Plan Subdivision. With this proposal, the existing carwash would be demolished for redevelopment of the site with a new building to house Les Schwab Tire Center. This site was included in the original Integrated Site Plan Subdivision approved in 2018 as part of the K-Mart redevelopment that occurred across Buckeye to the west. The subject property was part of the initial approval as two platted lots, but was amended in 2022 with the 6th Addition to combine the lots in order to allow for larger single building development. The applicant does not propose any platting related changes to Lot 1 of the 6th Addition to Southwood Subdivision, therefore no Preliminary Plat or Final Plat amendments are necessary. Although an Integrated Subdivision allows for shared zoning compliance across all sites within the development, this site will meet all standards on site and does not rely on features located west of the site for compliance. A large shopping center sign is on this site and is not proposed to be changed with this proposal. The site is subject to the Highway Oriented Commercial Zone (HOC) site development standards. The surrounding properties are also zoned HOC and are developed with commercial uses. The HOC zone does allow a “Vehicle Service Facility”, which includes tire service as a permitted use. The proposed development is on a 0.94-acre site and includes a new 6,478 square foot tire facility with six bays to serve passenger vehicles. Redevelopment of the site will include removing all existing paving and utilities. The site currently has a 30-foot-wide access drive along Buckeye. A new 32-foot-wide access drive will be constructed in the same location along Buckeye. The widening of the drive is intended to accommodate larger truck traffic providing supplies to the site. No access will be allowed from S. Duff Avenue on the east boundary of the site. The project is required to accommodate a minimum of 15 parking spaces while the proposed plan accommodates 30 parking spaces. Two of the parking spaces are ADA accessible. 1 This site is a through-lot, having frontage on both Buckeye Ave and S. Duff Ave. Because of this, front yard landscaping is required on both frontages. As a vehicle service facility with bays, part of the parking lot is counted as loading area so trees are not located adjacent to the building. Trees are provided around the perimeter and with two internal islands. As accounted for with parking and loading areas, the applicant has met all front yard and parking lot landscaping requirements with its arrangement of trees, ornamental grasses, and shrubs. The applicant will preserve existing landscaping that was planted as part of the previous development and is located outside of their disturbance area, which was credited to the project requirements. As an Integrated Subdivision with a MSDP, the overall development was planned to have a coordinated commercial appearance. This means that commercial grade and aesthetic quality treatments are required with each building, but no one style was required. The proposed exterior wall materials are primarily precast concrete (colors grey, white, and red) and include a metal canopy along the north and east facades denoting the entrance and sales area. The concrete panels use three different textures to enhance the overall appearance at the base middle and top of the building (see attached elevations). The materials are generally consistent with those used for the main shopping center and the existing carwash. Other than the requirement that materials remain generally consistent with Duff Plaza development and are appropriate for a contemporary commercial shopping center, there are no specific building design guidelines for the site as part of the HOC zoning. A complete analysis of the development with the Major Site Development Plan criteria is included in the addendum. ALTERNATIVES: 1. Approve the request for a Major Site Development Plan as an amendment to the approved Integrated Site Plan Subdivision for 1410 Buckeye Avenue, subject to the following condition: a. Approval of the proposed amendment does not change any prior conditions of approval for other lots of the Integrated Subdivision. 2. Approve the request for a Major Site Development Plan as an amendment to the approved Integrated Site Plan Subdivision for 1410 Buckeye Avenue, with modified conditions. 3. Deny the request for approval of the Major Site Development Plan as an amendment to the approved Integrated Site Plan Subdivision for the property at 1410 Buckeye Avenue, on the basis that Council finds the City’s regulations and policies are not met. 4. Defer action on this request and refer it back to City staff and/or the applicant for additional information. 2 CITY MANAGER'S RECOMMENDED ACTION: The proposed MSDP for an Integrated Site Plan Amendment allows for construction of a new building and site improvements for the proposed Les Schwab Tire Center at 1410 Buckeye Avenue. The proposed tire shop is an amendment of the approved use for the Integrated Subdivision and a change to the approved site plan. The proposed site development is typical for a commercial project with off-street parking and landscaping improvements. This plan maintains pedestrian connectivity along Buckeye Avenue and S. Duff Avenue frontages, includes landscaping between both frontages, and provides adequate parking. Staff finds that the project meets the design principles of an Integrated Site Plan, subdivision standards, and the standards for a Major Site Development Plan. Therefore, it is the recommendation of City Manager that the City Council approve Alternative No. 1. ATTACHMENT(S): Addendum.pdf Property Map.pdf Zoning Map.pdf Major Site Development Plan Photometric Plan Elevations 3 1 ADDENDUM PROJECT DESCRIPTION: The applicant is requesting approval of a Major Site Development Plan as an amendment to the approved Integrated Site Plan Subdivision for 1410 Buckeye Avenue. A carwash exists on the site and was approved in 2022. The new proposal is for Les Schwab Tire Center. No lot changes are proposed and a Preliminary Plat or Final Plat amendment was not determined to be necessary by staff. Site Layout. The property is 0.94 acres and contains an existing carwash. The site would be fully redeveloped, including new paving, utility connections, landscaping, and a new building. Les Schwab Tire Center is a permitted use in the HOC zone. The building would service vehicles and offer sales of vehicle related items. The Shop shows 6 service bays along the north façade, as well as the primary pedestrian building entry. Sidewalks exist along the Buckeye Ave and S. Duff Ave frontages. No changes are proposed to the sidewalks. The sidewalks will connect with an onsite pedestrian walkway that extends through the site. A trash enclosure is located near the center of the site and uses similar building materials for screening purposes. The design approach integrates with the site and meets the intent of using high quality building materials for enclosures that are prominent and in front of buildings. The landscaping along the perimeter also softens the looks of the site and enclosure location. Parking. Required parking for the site is 15 spaces. The applicant exceeds the minimum required, proposing 30 parking spaces. There are two ADA parking spaces along the parking area to the east. The two spaces have access to an accessible route to the primary building entry. All parking spaces are sized 9’x20’, exceeding the minimum standard of 9’x19’. Bike parking is proposed on the east side of the property. The spaces can be accessed from sidewalk connections along Buckeye and Duff. Landscaping. The minimum required landscaping in the HOC zone is 15%. The proposed site plan shows that approximately 28.9% is reserved for landscaping. The site is also required to meet the front yard landscaping requirements along both Buckeye Ave and S. Duff Ave, as well as tree planting requirements along the frontages and throughout the parking area. The Landscaping Plan shows 12 new trees throughout the site and preserves 7 existing trees from the previous development. The Landscape Plan meets the quantity requirements and standards for arrangement of landscaping. Parking lot trees are required to be dispersed throughout, with the exception of loading areas. Due to service bay access, part of the site is loading area and no trees are located along the building. Building Elevations. Building elevations have been provided and detail the building materials, entrances/exits, and design. The primary building material is precast concrete 4 2 in colors of grey, white, and red. The elevations also show 6 service bays located along the north side of the building. The building will also have a metal canopy that wraps around the north and east façades. The rooftop mechanical equipment is screened along the east, S. Duff, façade. The parapet wraps around the north and south sides of the building to fully meet the screening standards. Staff believes due to the mechanical structures being placed along the e ast side of the building that the line of site provides adequate screening from Buckeye Ave. The building design for commercial buildings of the Duff Plaza relies upon the use of concrete block with brick pilasters to provide for architectural interest and relief to the large walls of the buildings. Other office buildings abutting the site use primarily brick as the building materials. The proposed tire shop design differs from the looks of the Duff Plaza but incorporates materials that can be found compatible in quality and style. Infrastructure. The site is fully served by City infrastructure. All public utilities are available to serve the development. The subject properties are in the City of Ames electric service territory. Stormwater Treatment. The site is subject to conformance with Municipal Code Chapter 5a and 5b requirements for stormwater control and treatment. New development plans to use the existing underground stormwater management system. The Public Works Department has reviewed the submitted plans and has concluded that existing stormwater facilities can handle the increased runoff from the construction of the building. Access/Traffic. Vehicular access is currently provided to the site from Buckeye Avenue. The access point is planned to be widened from 30’ to 32’ to accommodate larger truck traffic that will visit the site. A turning template has been submitted and approved by staff. The access point will remain generally in the same location as the existing drive. The driveway exceeds minimums, but is needed for truck turning movements. It is within the width maximum of SUDAS that are applied by the City for site design. No access will be allowed from S. Duff Avenue on the east boundary of the site. Major Site Development Plan Criteria. The standards are found in Ames Municipal Code Section 29.1502(4)(d) and include the following requirements. When acting upon an application for a Major Site Development Plan approval, the Planning and Zoning Commission and the City Council shall rely upon generally accepted site planning criteria and design standards. These criteria and standards are necessary to fulfill the intent of the Zoning Ordinance, the Land Use Policy Plan, and are the minimum necessary to safeguard the public health, safety, aesthetics, and general welfare. Public Notice. Notice was mailed to property owners within 400 feet of the subject site and a sign was posted on the subject property. As of this writing, no comments have been received. 5 3 Major Site Development Plan Criteria 1. The design of the proposed development shall make adequate provisions for surface and subsurface drainage to limit the rate of increased runoff of surface water to adjacent and downstream property. The proposed development will maintain the existing underground detention system beneath the parking lot. The Public Works Department has reviewed the proposal for stormwater detention and finds that it meets the requirements of Chapter 5a and 5b, of the Municipal Code, for stormwater control and treatment. 2. The design of the proposed development shall make adequate provision for connection to water, sanitary sewer, electrical, and other utility lines within the capacity limits of those utility lines. The existing utilities were reviewed and found adequate to support the anticipated load of the proposed development. There are no offsite upgrades needed to serve the site for any utility. 3. The design of the proposed development shall make adequate provision for fire protection through building placement, acceptable location of flammable materials, and other measures to ensure fire safety. The fire inspector has reviewed access and fire truck circulation and found that the needs of the Fire Department are met for access and circulation. 4. The design of the proposed development shall not increase the danger of erosion, flooding, landslide, or other endangerment to adjoining and surrounding property. It is not anticipated that this proposed development will be a danger due to its location on the site, the flatness of the parcel, and the distance from a floodplain. 5. Natural topographic and landscape features of the site shall be incorporated into the development design. The developer is working with the existing topography of the site . There are no notable features on the site. The disturbed areas of the site are required to come into compliance with current landscape requirements. 6. The design of the interior vehicle and pedestrian circulation shall provide for convenient flow of vehicles and movement of pedestrians and shall prevent hazards to adjacent streets or property. The proposed development will provide for vehicular access off Buckeye Avenue. The sidewalks onsite will connect with the public sidewalks a long Buckeye Avenue and S. Duff Avenue. 6 4 7. The design of outdoor parking areas, storage yards, trash and dumpster areas, and other exterior features shall be adequately landscaped or screened to minimize potential nuisance and impairment to the use of adjoining property. The parking area is screened to meet front yard landscaping requirements along Buckeye Avenue and S. Duff Avenue. The trash enclosure will use similar building materials for complete screening and be further screened by landscaping. The enclosure meets the zoning requirements for solid waste collection areas. 8. The proposed development shall limit entrances and exits upon adjacent streets in order to prevent congestion on adjacent and surrounding streets and in order to provide for safe and orderly vehicle movement. Access to the proposed development will be from Buckeye Avenue. No access will be allowed from S. Duff Avenue. 9. Exterior lighting shall relate to the scale and location of the development in order to maintain adequate security, while preventing a nuisance or hardship to adjacent property or streets. All lighting will be required to comply with the City’s Outdoor Lighting code . The applicant proposes pole lighting to illuminate the parking area and building mounted lighting fixtures. 10. The proposed development shall ensure that dust and other forms of air pollution, noise disturbances, odor, glare, and other nuisances will be limited to acceptable levels as prescribed in other applicable State and City regulations. The proposed development is not expected to generate any nuisances. 11. Site coverage, building scale, setbacks, and open spaces shall be in proportion with the development property and with existing and planned development and structures, in adjacent and surrounding property. Development in the area consists of a mix of office buildings along Buckeye and larger commercial buildings set further to the west. All these buildings are between 15 and 50 feet in height. The tire shop building is small in area with a maximum height of 23’4”. The proposed development meets the zone development standards for the (HOC) Highway-Oriented Commercial zone, including standards for maximum floor area ratio, minimum lot frontage, minimum building setbacks, maximum building coverage, minimum landscaped area, and maximum height. The same HOC zone development standards apply to adjacent and surrounding properties in all directions. 23.700 SUBDIVISION FOR INTEGRATED SUBDIVISIONS 23.702. APPLICABILITY. 7 5 (1) The subject site shall consist of one or more legally created lots. (2) The property must be zoned commercial, industrial, medium density residential or high density residential. (3) Residential development under these provisions is limited to apartment dwellings only. (4) The subdivision must be associated with a Major Site Development Plan under Chapter 29.1502. Within this context, the Major Site Development Plan will be considered and referred to as an Integrated Site Plan. REVIEW PROCEDURE. An Integrated Site Plan Subdivision is subject to the same review process and decision criteria as Major Subdivision (Section 23.302); and an Integrated Site Plan is subject to the same review process and decision criteria as a Major Site Development Plan (Section 29.1502). Although the subdivision and site plans are separate documents, they are reviewed and processed simultaneously, and an Integrated Site Plan Subdivision incorporates by reference all documents of an approved Integrated Site Plan. 8 S KELLOGG AVE S DUFF AVE BUCKEYE AVE S 16TH ST CHESTNUT ST SE 16TH ST ACCESS TO MOBILEHOME PARK Integrated Subdivision & Major Site Plan Amendment 1410 Buckeye AvenueAmes, IA 0 250 500125Feet¯ Legend 1410 Buckeye Ave 9 10 N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 C V 0 1 . D W G LE S S C H W A B T I R E C E N T E R © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . SHEET INDEX PRELIMINARY PLANS LES SCHWAB AMES SOUTH AMES, IA PREPARED FOR: LES SCHWAB TIRE CENTERS 20900 NE COOLEY RD BEND, OR 97701 CONTACT: ERIC ROUSE PHONE: 541.416.5629 EMAIL: ERIC.ROUSE@LESSCHWAB.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. 04/23/2026 CITY COMMENTS .. .. .. .. .. .. .. .. .. FOR FOR SITE, GRADING, UTILITIES, AND LANDSCAPE PLANS PREPARED BY: PROJECT NUMBER: 0072403.00 CONTACT: JEFF WESTENDORF PRELIMINARY PLANS LES SCHWAB AMES SOUTH AMES, IA FOR FOR SITE, GRADING, UTILITIES, AND LANDSCAPE PLANS INITIAL SUBMITTAL DATE: 03/30/2026 SHEET: C001 PROJECT NUMBER: 0072403.00 westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 HWY 30 BU C K E Y E A V E DU F F A V E I- 3 5 16TH ST LINCOLN WAY 04-21-2026 C001-C601, E100 I HEARBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. ____________________________________________________ DAVID BADE DATE LICENSE NUMBER: 17303 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2027 PAGES OR SHEETS COVERED BY THIS SEAL: _____________________________________________________________________ SEAL PROPERTY OWNER: RIZZUTI HOLDINGS II, LLC 2540 73rd STREET URBANDALE, IA 50320 ATTN: James Rizzuti EMAIL: jamesr@premier-midwest.com Sheet List Table SHEET NUMBER SHEET TITLE C001 COVER C100 EXISTING CONDITIONS & REMOVALS C200 SITE PLAN C300 GRADING PLAN C400 EROSION CONTROL PLAN C500 SANITARY SEWER & WATER PLANS C501 STORM SEWER PLAN C600 DETAILS C601 DETAILS (CONT.) L100 LANDSCAPE PLAN L101 IRRIGATION PLAN L102 LANDSCAPE & IRRIGATION DETAILS L103 LANDSCAPE & IRRIGATION NOTES 11 S D U F F A V E N U E BU C K E Y E A V E N U E STCOCO CO CO CO FO E SS S S S S S S S S S E ST CO CO CO CS FO PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS RE= 899.23 INV=895.13(NE)15" PVC INV=895.13(W)15" PVC RE= 901.04 INV=899.44 (to the ice cant see pipe) RE= 901.13 INV=899.73 (to the ice cant see pipe) RE= 898.02 INV=893.9(S)(W) 12" CONCRETE RE= 899.58 INV=894.68(N)12" PVC INV=894.68(SW)15" PVC ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTOSTO RE=900.80 INV=897.20(S) EXISTING BUILDING AREA=4,338.10 SQ.FT. RE=900.90 INV=896.70(E) SA N RE=900.92 INV=896.72(E) RE=901.01 INV=895.31(E) RE=900.80 INV=897.20(W) S89°50'55"E 240.04 81 . 1 2 S0 0 ° 2 3 ' 4 5 " E N89°53'23"W 240.00 N0 0 ° 2 4 ' 3 0 " W 1 7 1 . 0 6 89 . 7 7 S0 0 ° 2 3 ' 2 1 " E LOT 1 UTILITY EASEMENT PER BOOK 278 PAGE 138 (11) & PER DOC. NO.2019-07690 (16) UTILITY EASEMENT PER BOOK 278 PAGE 138 (11) & PER DOC. NO.2019-07690 (16) ACCESS EASEMENT PER DOC. NO. 22-09897 (30) PER DOC. NO. 22-09895 (28)10' ELECTRIC EASEMENT PER DOC. NO. 22-09897 (30) & PER DOC. NO. 22-09895 (28) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) (6 0 ' P U B L I C R I G H T - O F - W A Y ) 10' ELECTRIC EASEMENT PER DOC. NO. 2019-07690 (16) 901 902 90 2 902 90 0 90 1 90 0 901 90 1 90 2 901 902 900 899 900 900 899 90 0 89 9 900 ST ST O ST O ST O ST O ST O STO ST O ST O STO STO STO STO STO STO SAN SAN RE= 899.09 INV=895.60(SE) STOSTOSTO ST O ST O ST O ST O ST O STO ST O STOSTOSTOSTOSTO WAT WAT WAT SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N 902 90 1 ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 RE= 898.79 INV=894.17(W) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SAW CUT (TYP) REMOVE CONCRETE SIDEWALK (TYP) REMOVE CURB & GUTTER (TYP) REMOVE LIGHT POLE (TYP) REMOVE SIGN (TYP) REMOVE BUILDING (TYP) REMOVE CONCRETE SIDEWALK (TYP) REMOVE CMU BLOCK ENCLOSURES (TYP) REMOVE VACUUM EQUIPMENT (TYP) RELOCATE EXISTING TRANSFORMER AND ELECTRIC SERVICE METER (TYP) REMOVE SIGN (TYP) REMOVE TREES (TYP) REMOVE CONCRETE PAD (TYP) REMOVE SIGN (TYP) REMOVE CURB & GUTTER (TYP) REMOVE PAY STATION EQUIPMENT (TYP) REMOVE LIGHT POLE (TYP) REMOVE & REUSE SIGN (TYP) SAW CUT (TYP) xxx x x x x x x x * * x x \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \\ \ \ x REMOVE SIGN (TYP) x REMOVE CURB & GUTTER (TYP) REMOVE CURB & GUTTER (TYP) REMOVE CURB & GUTTER (TYP) REMOVE NATURAL GAS SERVICE LINE (TYP) REMOVE FIBER OPTIC SERVICE EQUIPMENT (TYP) \ \ \ REMOVE PAVEMENT (TYP) REMOVE PAVEMENT (TYP) REMOVE PAVEMENT (TYP) REMOVE PAVEMENT (TYP) REMOVE & REPLACE EXISTING SIGNAGE WITH TYPICAL LES SCHWAB PYLON SIGNAGE. POLE (FOOTINGS, & ALL ASSOCIATED ELECTRICAL SERIVCE) TO REMAIN IN PLACE, PROTECT DURING CONSTRUCTION ACTIVITIES. REMOVE EXISTING SANITARY SEWER LINE & MH'S \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ xxxxxxxxxxx \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \x x x \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\ \ \ REMOVE EXISTING STORM SEWER LINE & CBMH REMOVE EXISTING GRATE x x REMOVE EXISTING STORM SEWER LINE & CBMH REMOVE VACUUM EQUIPMENT (TYP) REMOVE CURB & GUTTER (TYP) REMOVE SIGN (TYP) UNDERGROUND STORMWATER MANAGEMENT SYSTEM TO REMAIN. PROTECT DURING DEMOLITION & CONSTRUCTION ACTIVITIES. REMOVE/CAP EXISTING WATER SERVICE VERIFY IF MH NEEDS TO BE REPAIRED OR REPLACED DUE TO NEW CONNECTION REMOVE TREE (TYP) REMOVE SIGN (TYP) x x \\ \ \ \\\\\\\\\\\\ REMOVE EXISTING WATERMAIN SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 E X 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C100 AM E S , I A LE S S C H W A B TI R E C E N T E R EX I S T I N G CO N D I T I O N S & R E M O V A L S 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX SOIL BORING LOCATIONSB-19 TREE LINE X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X X X SOIL BORING FLARED END SECTION SANITARY MANHOLE CATCH BASIN ELECTRIC MANHOLE ELECTRIC TOWER SEWER CLEANOUT POWER POLE ELECTRIC BOX ELECTRIC METER SIGN HANDICAPPED STALL CABLE TV BOX NATURAL GAS METER STREET LIGHT MAIL BOX STEEL/WOOD POST BUSH/SHRUB CONIFEROUS TREE DECIDUOUS TREE POWER OVERHEAD TELEPHONE UNDERGROUND TELEPHONE OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE WATER MANHOLE GAS LINE CABLE TELEVISION LINE CURB STOP BOX HYDRANT WATER METER HAND HOLE/JUNCTION BOX STORM MANHOLE LEGEND NATURAL GAS VALVE FIRE DEPARTMENT CONNECTION FENCE LINE CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE FOUND MONUMENT (SEE LABEL) FLAG POLE TREE LINE CTV GAS POH PUG SAN STO TOH TUG WAT FO S CO ST W CS W E E E TV G G MAIL X HH EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE SET MONUMENT (SEE LABEL) FIBER OPTIC PEDESTAL FARM HYDRANT REDUCE PRESSURE VALVE DOWNSPOUT DOUBLE DETECTOR CHECK VALVE SEPTIC COVER DS SEP 12 S D U F F A V E N U E BU C K E Y E A V E N U E FO E CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) (6 0 ' P U B L I C R I G H T - O F - W A Y ) WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T 8" W A T E R M A I N ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 24 6 PROPOSED BUILDING 6,478 SF FFE= 901.50 T 240.07' 170.91' 240.00' 171.06' 7.8' 5' R35' R5' R20' 20' 20' 24' 35' 25'20' 6' 54.56' 10' 9' 7.53' 9' 12' 5' 20' 10.28' 20' A A B C 0.54' D E 1 1 8 15 22 53 60 1 C600 4 C600 4 C600 7 C600 8 C600 10 C600 9 C600 11 C600 12 C600 S.2 12 C600 6 6 C600 40.33' B 8 32.00' B B R20' 61 61 R8' 65.96' 8' 25' 64' R90' R4' R4' R4' R4' 7' R3' SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 S P 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C200 AM E S , I A LE S S C H W A B TI R E C E N T E R SI T E P L A N 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 S.1 S.10 S.2 REFERENCE STOP SIGN 30" X 30"R1-1 SIZE SUDAS DESIGNATION HANDICAP ACCESSIBLE 12" X 18"R7-8 1 CITY OF AMES TYPICAL NEW CONSTRUCTION CURB AND GUTTER 6 CONCRETE CROSS GUTTER 8 PRIVATE CONCRETE SIDEWALK 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 22 SAW CUT CONTROL JOINT 53 PAVEMENT MILLING AT SAWCUT 60 SUDAS TYPE "B" CONCRETE DRIVEWAY 61 SUDAS CLASS "B" SIDEWALK WITH DETECTABLE WARNING SURFACE 1 ·EXISTING ZONING:HOC, HIGHWAY ORIENTED COMMERCIAL ·PROPOSED ZONING:HOC, HIGHWAY ORIENTED COMMERCIAL ·PARCEL DESCRIPTION:09-11-380-055 ·PROPERTY AREA:41,037 SF (0.94 AC) ·EXISTING IMPERVIOUS SURFACE:29,271 SF (71.3%) ·PROPOSED IMPERVIOUS SURFACE:28,509 SF (69.5%) ·PROPOSED PERVIOUS SURFACE:12,528 SF (30.5%) ·BUILDING GROSS SIZE:6,478 SF ·FLOOR-AREA-RATIO(FAR):0.16 ·BUILDING SETBACK PER CODE:20'=FRONT 5'=SIDE 10'=REAR ·PARKING SPACE/DRIVE AISLE: REQUIRED:9' WIDE X 19' LONG, 24' AISLE PROVIDED:9' WIDE X 20' LONG, 25' AISLE ·PARKING RATIO REQUIREMENT CITY OF AMES, IA AUTOMOTIVE REPAIR SERVICES:3 + 2 SPACES / SERVICE BAY SPACES REQUIRED:15 SPACES ·PARKING PROVIDED:30 SPACES SIGN LEGEND SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN, 02/10/2026. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE IOWA DOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2026 SUDAS STANDARD SPECIFICATIONS. THE CITY OF AMES MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK, 13.PROPOSED SIGNAGE TO BE REVIEWED AND APPROVED WITH A SEPARATE SIGN PERMIT APPLICATION. 14.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T SITE KEYNOTESA 1 ASPHALT PAVEING (STANDARD) 4 HEAVY DUTY CONCRETE PAVEMENT 5 CONCRETE PAVEMENT JOINT 6 ASPHALT/CONCRETE JOINT 7 KEYKEEPER WITH STAND 8 BENCH 9 BIKE RACK 10 TRASH RECEPTICLE 11 6" DIAMETER BOLLARD 12 SIGN IN BOLLARD LES SCWAB STANDARD SITE DETAILS 1 CXXX A MATCH EXISTING CURB B MATCH EXISTING SIDEWALK C PYLON SIGN (SEE ARCH PLANS) D TRASH ENCLOSURE (SEE ARCH PLANS) E TRANSITION CURB 13 STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO 901 902 90 2 902 90 0 90 1 90 0 901 90 1 90 2 901 902 900 899 900 900 899 90 0 89 9 900 STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N 902 90 1 ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 PROPOSED BUILDING 6,478 SF FFE= 901.50 T 900 89 9 900 901 90 0 90 1 90 1 900 899 901 900 901 901 90 2 90 1 900 90 1 901 900 900.75 900.17 901.50 901.50 901.50 901.40 901.27 901.50 901.11 901.19 901.31 901.27 901.43 900.71 900.78 901.22 901.18 901.13 900.93 900.98 901.02 900.28 899.90 899.79 LP 899.52 899.64 899.52 900.02 E.O.F. 900.12 898.47 898.82 HP 900.17 900.64 900.66 900.75 900.33900.42 900.22 900.16 900.11 900.21 901.33 901.26 901.26 HP 900.77 HP 900.04 901.07 LP 899.49 900.28 1.5 1 % 1.5 1 % 1.8 5 % 1.26% 1.67 % 2. 8 2 % 2. 0 5 % 2.4 9 % 1.8 3 % 1.40% 2.76% 1.01% 2. 3 5 % 4.90% 1.00%MATCH EXISTING 901.33 1.4 4 % 900.05 901.03 899.84 899.93 899.55 899.33 899.04 899.10 899.64 899.85 901.46 901.52 1.12% 901.50 901.50 901.25 900.97 901.00 901.33 899.58 900.52900.51 900.58 900.03899.87 899.93 901.50 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 G D 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C300 AM E S , I A LE S S C H W A B TI R E C E N T E R GR A D I N G PL A N 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH IOWA DOT AND SUDAS STANDARDS. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE IADOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN IADOT SPECS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN IOWA DOT. 15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 16.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. GRADING NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. 14 STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO 901 902 90 2 902 90 0 90 1 90 0 901 90 1 90 2 901 902 900 899 900 900 899 90 0 89 9 900 STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N 902 90 1 ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 PROPOSED BUILDING 6,478 SF FFE= 901.50 T 900 89 9 900 901 90 0 90 1 90 1 900 899 901 900 901 901 90 2 90 1 900 90 1 901 900 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSF SF SF SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 E C 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C400 AM E S , I A LE S S C H W A B TI R E C E N T E R ER O S I O N CO N T R O L PL A N 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR SF GRADING LIMITS CURB AND GUTTER TURF REINFORCEMENT MAT EROSION CONTROL LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE DNR, NPDES, SUDAS, AND CITY. A.TEMPORARY SEED SHALL BE SUDAS TYPE 4 (URBAN TEMP. EROSION CONTROL MIXTURE). B.FILTRATION BASIN SHALL BE SUDAS TYPE 3 (PERMANENT WARM SEASON MIXTURE FOR SLOPES & DITCHES). C.GENERAL SEEDING SHALL BE SUDAS TYPE 1 (PERMANENT LAWN MIXTURE). 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. GENERAL EROSION CONTROL NOTES STO WAT SAN GL SB-19SB-19 E.O.F. HEAVY DUTY SILT FENCEHDSF REDUNDANT SILT CONTROLRSC 982 980 982 980 15 STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO 901 902 90 2 902 90 0 90 1 90 0 901 90 1 90 2 901 902 900 899 900 900 899 90 0 89 9 900 STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N 902 90 1 ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 24 6 PROPOSED BUILDING 6,478 SF FFE= 901.50 T MH-2 RE=901.07 IE=894.33 (E) IE=895.07 (S) IE=894.33 (W)99 LF-6" PVC @ 1.00% CO-1 RE=901.04 IE=895.32 (S) IE=895.32 (W) 17 L F - 6 " P V C @ 1 . 0 9 % CO-50 RE=901.40 IE=895.50 (N) CO-51 RE=901.40 IE=895.50 (N) 17 LF-4" PVC @ 2.52% 28 LF-6" PVC @ 1.00% CO-3 RE=900.86 IE=894.05 (E) IE=894.05 (SW) 40 L F - 6 " P V C @ 1 . 0 0 % MH-52 CONSTRUCT MH OVER EXISTING SAN SWR (FIELD VERIFY LOCATION, SIZE, ELEVATION) RE=901.15 IE=893.65 (NE) 6" FIRE SERVICE STUB 2" DOMESTIC WATER STUB 6"x2" TEE 6" WATER DIPCONNECT TO EXISTING 8" WATER MAIN VIA WET TAP 6" SERVICE 6" GATE VALVE EXISTING HYDRANT 2" CURB STOP POST INDICATOR VALVE 2" DOMESTIC 1000 GAL. SAND & OIL INTERCEPTOR (OLDCASTLE PRECAST OR APPROVED EQUAL) VENT LINES - SEE PLUMBING PLAN SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 U T 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C500 AM E S , I A LE S S C H W A B TI R E C E N T E R SA N I T A R Y SE W E R & WA T E R P L A N S 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, AND IN ACCORDANCE WITH THE CURRENT EDITION OF IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM. 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12.ALL WATER LINES SHALL HAVE 5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 5' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF A WATER LINE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN 10 FEET OF A WATER LINE SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED. 14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE. 15.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 16.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. GENERAL WATERMAIN & SANITARY SEWER NOTES SANITARY SEWER AND WATERMAIN LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM DT 16 STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO 901 902 90 2 902 90 0 90 1 90 0 901 90 1 90 2 901 902 900 899 900 900 899 90 0 89 9 900 STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N 902 90 1 ST-05 ST-02 ST-01 ST-07 ST-03 ST-04 ST-06 PROPOSED BUILDING 6,478 SF FFE= 901.50 T 68 L F - 1 2 " S T M S W R @ 1 . 2 3 % STMH-100 RE=899.67 IE=895.22 (S) IE=895.22 (W) IE=895.22 (E) 23 LF-12" S T M SWR @ 0.8 9 % CBMH-101 RE=899.85 IE=895.42 (E) 7 LF-15" STM SWR @ 1.31% CONNECT TO EXISTING STORM MH RE=899.83 IE=895.13 (W) CONNECT TO EXISTING STORM MH REPAIR/REPLACE MH RE=900.15 IE=894.68 (E) 80 LF-15" STM SWR @ 0 . 5 0 % CBMH-201 RE=899.98 IE=895.08 (W) STMH-102 RE=900.78 IE=896.06 (E) IE=896.06 (N) 32 LF-12" STM SWR @ 1.17% CO-103 RE=901.29 IE=898.30 (S) IE=896.43 (E) IE=896.43 (W) STORM SEWER STUB-153 IE=898.50 (N) VERIFY WITH MEP 5 LF-4" PVC @ 3.75% 45 LF-6" PVC @ 2.00% 5 LF-6" PVC @ 3.73% STMH-104 RE=901.31 IE=898.31 (S) IE=897.32 (E) IE=897.32 (W) STORM SEWER STUB-152 IE=898.50 (N) VERIFY WITH MEP 18 LF-6" PVC @ 2.00% CO-105 RE=901.30 IE=898.30 (S) IE=897.67 (E) IE=897.67 (W) 35 LF-6" PVC @ 2.00% 5 LF-4" PVC @ 4.01% STORM SEWER STUB-151 IE=898.50 (N) VERIFY WITH MEP CO-106 RE=901.30 IE=898.37 (S) IE=898.37 (W) 5 LF-4" PVC @ 2.44% STORM SEWER STUB-150 IE=898.50 (N) VERIFY WITH MEP EXISTING STORMTECH SC-740 CHAMBER SYSTEM 40 - 24" STORM CHAMBER SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 U T 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C501 AM E S , I A LE S S C H W A B TI R E C E N T E R ST O R M SE W E R P L A N 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS AND IN ACCORDANCE WITH THE 2026 EDITION OF IOWA STATEWIDE URBAN DESIGN SPECIFICATIONS (SUDAS). 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2026 SUDAS AND THE CITY SUPPLEMENTAL. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER. INSULATE CROSSINGS WITH STORM SEWER. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.STORM SEWER PIPE: A.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443. B.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. C.C.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. 10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE 11.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 12.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. GENERAL STORM SEWER NOTES STORM SEWER LEGEND PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT 1 CROSSING UPPER UTILITY BOTTOM OF PIPE LOWER UTILITY TOP OF PIPE 2 UTILITY CROSSINGS SANITARY ELEV = 895.71 STORM ELEV = 896.55 WATERMAIN ELEVATION BASED ON 5' DEPTH SANITARY ELEV = 894.39 STORM ELEV = 896.15 100 STRUCTURE STORM SEWER CASTING SCHEDULE NUMBER TYPE SIZE CASTING TYPE 48" 101 102 104 201 48" 48" 48" 48" STMH CBMH STMH STMH CBMH SW-603-R SW-603-R SW-602 SW-602 SW-602 2 1 17 1 C300 ASPHALT PAVEMENT - STANDARD CROSS SECTION NOT TO SCALE SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. 9" MIN. * 4" NOTES: 1.PRIOR TO PLACING STRUCTURAL FILL, SUBRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED OTHERWISE BY OWNER. GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. COMPACTED TO A MINIMUM OF 95% OF ASTM D1557. CONCRETE PAVEMENT - REFER TO GEOTECH REPORT6" 4 C600 HEAVY DUTY CONCRETE PAVEMENT NOT TO SCALE 6" GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) IMPORTED "1-1/2 INCH MINUS" CRUSHED BASE COURSE COMPACTED TO A MINIMUM OF 95% OF ASTM D698. SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. NOTES: 1.SEE LANDSCAPE PLANS FOR FINISH & JOINTS 2.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE V CEMENT. 3.SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED OTHERWISE BY OWNER. T T/3 T T/3T = PAVEMENT THICKNESS CONSTRUCTION JOINT CONTRACTION JOINT (MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK) (MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT) CONSTRUCTION JOINT 1/2" VERT. HAND TOOLED CUT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT 1/8" VERT. HAND TOOLED JOINT WITH ROUND EDGES (OR SAWCUT PER SPECIFICATIONS) NOTES: 1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. 2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERE CONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER) 3.PROVIDE EXPANSION JOINT FILLER AT BUILDING PER SPECIFICATIONS. DOWEL TO BUILDING ONLY PER STRUCTURAL DRAWINGS. 4.JOINT SEALANT PER SPECIFICATIONS. T = PAVEMENT THICKNESS #6X18" @ 12" OC OR APPROVED EQUAL DOWELING SYSTEM POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT 5 C600 CONCRETE PAVEMENT JOINT DETAIL NOT TO SCALE CONCRETE SECTION PER CONCRETE PAVEMENT DETAIL 2'-0" BASE COURSE PER ASPHALT SECTION DETAIL SUBGRADE PER GEOTECH TRANSITION LENGTH AS REQUIRED 1:12 TRANSITION SLOPE BASE COURSE PER CONCRETE PAVEMENT DETAIL TACK COAT PER SPECIFICATIONS PLACE ASPHALT IN TRANSITION AREA IN (2) LIFTS ASPHALT SECTION PER ASPHALT PAVEMENT DETAIL 6 C600 ASPHALT/CONCRETE JOINT DETAIL NOT TO SCALE KEYKEEPER WITH STAND NOT TO SCALE 7 C600 NOTE: 1.SEE SHEET A151 FOR MANUFACTURER, MAKE, AND MODEL INFORMATION. 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S) NOTE: 1.GLOBAL INDUSTRIAL: 6' OUTDOOR PARK BENCH WITH BLACK, STEEL SLAT, BLACK #T9F694854BK 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S). 8 C600 BENCH NOT TO SCALE 1'-714" 158" STEEL TUBING, COLOR POWDERED COATED TO MATCH BENCH AND TRASH RECEPTACLE LAG BOLTS PER MANUFACTURER STEEL ANCHOR PLATE CONCRETE FINISH GRADE PER CIVIL DRAWINGS 2'- 1 1 " NOTE: 1.MAGLIN MBR500-00003 (MBR500-S), SURFACE MOUNTED, COLOR TO MATCH BENCH AND TRASH. SEE SHEET A151 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATIONS(S). 9 C600 BIKE RACK NOT TO SCALE 10 C600 TRASH RECEPTACLE NOT TO SCALE NOTE: 1.GLOBAL INDUSTRIAL: OUTDOOR SLATTED STEEL TRASH CAN WITH RAIN BONNET LID, 36 GALLON, BLACK #T9F260804BK. 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S) 11 C600 6" DIAMETER BOLLARD CROSS SECTION NOT TO SCALE 3" 3'-0" 3'-0" 1" EXTERIOR BOLLARD NOTES: 1.05 5000 PLASTIC JACKET, COLOR: URBAN BRONZE (VERIFY COLOR WITH ARCHITECT). 2.ROUND SMOOTH CONCRETE TOP 3.05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED 4.TO EXTEND 3'-0" ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE ON PLANS. 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) ROUND SMOOTH CONCRETE TOP 05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED, (1) FINISH PER SPEC. FINISHED GRADE OR CONCRETE SLAB 03 3000 18" DIA. CONCRETE FOOTING 20"6" 6" 3'-6" 36" DIA. PARKING VAN ACCESSIBLE 12" 18" 6" 66" MAX 60" MIN WHITE BORDER WHITE LETTERS WHITE HANDICAP SYMBOL PER SUDAS BLUE BACKGROUND BLUE BACKGROUND WHITE LETTERS 1 1 4" SCH 40 STEEL PIPE 8" DIA. POWDER-COATED, CONCRETE -FILLED STEEL PIPE W/ DOMED TOP 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) FLUSH W/ GRADE AS PER PLAN SLOPE CONCRETE TO DRAIN CONCRETE BASE GRANULAR FILL NOTE: ALL SIGNS CALLED OUT TO BE MOUNTED IN BOLLARDS TO MATCH THIS DETAIL VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 12 C600 SIGN IN BOLLARD NOT TO SCALE SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 D T 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C600 AM E S , I A LE S S C H W A B TI R E C E N T E R DE T A I L S 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E . . LA 0 0 7 6 6 NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... ## # ## o r ## PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 18 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 D T 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R C601 AM E S , I A LE S S C H W A B TI R E C E N T E R DE T A I L S (C O N T . ) 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 DA V I D B A D E . . LA 0 0 7 6 6 NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... ## # ## o r ## PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 2" PRIVATE CONCRETE SIDEWALK SI08 NOTES: 1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT. 2.WALK SHALL BE PER IDOT WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. LAST REVISED: 08/15/17 FINISH GRADE SEE PLAN 4" CONCRETE WALK WITH CONTRACTION JOINTS EVERY 5' AND EXPANSION JOINTS EVERY 100' OR AT 90° INTERSECTIONS 2% CROSS SLOPE 6" MIN. 4" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE MILLING AT SAWCUT SI53 NOTE: 1.PRIOR TO PLACEMENT OF WEAR COURSE, CONTRACTOR SHALL MILL 18" OF THE EXISTING PAVEMENT TO A DEPTH EQUAL TO THE PROPOSED WEAR COURSE. LAST REVISED: 06/26/19 MILL 18" PROPOSED BASE COURSE SAWCUT LINE EXISTING BITUMINOUS PAVEMENT PROPOSED WEAR COURSE T/ 3 T/ 2 NOTE: 1.THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING, PRIOR TO SEALING THE JOINT. T = THICKNESS OF CONCRETE LAST REVISED: 08/15/17SAW CUT CONTROL JOINT SI22 1/2" DIAMETER DOWEL BARS 2'-8" LONG @ 2'-6" SPACING W/CAGE 1/8" FILL JOINT WITH FLOWABLE POLYURETHANE CAULK (SELF LEVELING) FLUSH WITH SURFACE 3'-0" 7'-0" 3'-0" SIGN INSTALLED IN LANDSCAPE AREA ACCESSIBLE STALL PARKING SIGN INSTALLED IN PARKING LOT NOTE: 1.SIGN TO BE 2-SIDED WHERE ACCESSIBLE PARKING STALLS FACE ONE ANOTHER. 2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACE AT THE HEAD OF THE STALL. 12" LAST REVISED: 11/16/2023SIGN POST INSTALLATION SI14 CONCRETE CURB & GUTTER CAP REQUIRED 2" GALVANIZED STEEL PIPE, ROUND, SET IN CONCRETE MOWING EDGE PAVEMENT 6" STEEL CASING CONCRETE FOOTING 2'-0" MIN. 10" BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE 2'-0" MIN. 3'-6" MIN. FROST DEPTH IF GREATER LAST REVISED: 11/15/23ACCESSIBLE SIGNAGE AND STRIPING SI15 HANDICAP SYMBOL HANDICAP SIGN NOTE: BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL HANDICAP PARKING NOTE: STRIPING TO MATCH PARKING, UNLESS PER LOCAL CODE NOTE: SEE PLAN FOR PARKING LAYOUT PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE NO PARKING ACCESS AISLE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE. HANDICAP PARKING SIGNS, 12"X18", OR PER LOCAL CODE HANDICAP SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPEPE R C I T Y CO D E HANDICAP VAN ACCESSIBLE PARKING SIGN, 12"X16", OR PER LOCAL CODE, AS APPLICABLE FACE OF CURB SIDEWALK HANDICAP SIGN CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB 2" - 0 " 2" - 0 " 10" DIAMETER CENTER SYMBOL IN PARKING STALL, ALL LINES TO BE 5" WIDE 2" - 0 " NO PARKING 4" WIDE PAINTED STRIPING AT 45 DEGREES AND AT 2' O.C. AT ACCESS AISLE 8' MIN. 8' MIN. 8' MIN. 5° 67.5° HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING ACCESS AISLE SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE CONCRETE CROSS GUTTER SI06 NOTES: 1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M213 2.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531 LAST REVISED: 08/15/17 EXPANSION JOINT (TYP.) SLOPE 3/4" per ft 3' 7" #4 REBARSECTION A-A 3' M I N . GUTTER FLOW LINEA A 1 1 60 61 61 19 S D U F F A V E N U E BU C K E Y E A V E N U E STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTOSTO (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) (6 0 ' P U B L I C R I G H T - O F - W A Y ) STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N PROPOSED BUILDING 6,478 SF FFE= 901.50 T BA B A B A C C C B A C B A A A B A 30' FRONT YARD DELINIATION 5 - DBH 10 - KFG 1 - VFE 9 - RES 1 - VFE 1 - NWM 6 - BAJ 8 - BAB 8 - AFD 11 - LBS 2 - PDS 3 - ANJ 9 - BAB 6 - PDS 4 - BAB 5 - DBH 2 - ANJ 6 - PDS 17 - KFG 22 - LBS 7 - RCB 4 - BAB 5 - DBH 8 - BAB 3 - RCB 3 - RCB 6 - ANJ 10 - KFG 8 - DBH 8 - KFG 1 - SKH 8 - KFG 1 - SKH 1 - BHS 16 - LBS2 - NWM4 - AGG 4 - BAB 4 - LBS 5 - ANJ5 - PDS 4 - LBS 5 - BAB 3 - ANJ 2 - PDS 2 - LBS 2 - PDS 5 - LBS 7 - PDS 6 - AFD C B A 30' FRONT YARD DELINIATION C C D D E D E E E E C D D D CODE QTY COMMON / BOTANICAL NAME SIZE SPACING MATURE SIZE CONIFEROUS TREES BHS 1 BLACK HILLS WHITE SPRUCE / PICEA GLAUCA 'DENSATA'6' HT. B&B AS SHOWN H 30'-40' W 20'-30' DECIDUOUS TREES NWM 2 NORTHWOOD RED MAPLE / ACER RUBRUM 'NORTHWOOD'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-40' AGG 4 AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-35' SKH 1 SKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-35' VFE 1 VALLEY FORGE AMERICAN ELM / ULMUS AMERICANA 'VALLEY FORGE'2.5" CAL. B&B AS SHOWN H 50'-60' W 40'-50' CONIFEROUS SHRUBS ANJ 14 ANDORRA JUNIPER / JUNIPERUS HORIZONTALIS 'ANDORRA'#5 CONT.4`-0" O.C.H 3-4` W 3-4` BAJ 6 BLUE ARROW JUNIPER / JUNIPERUS SCOPULORUM 'BLUE ARROW'#5 CONT.4`-0" O.C.H 10-12` W 3-4` DECIDUOUS SHRUB RES 9 REGENT SERVICEBERRY / AMELANCHIER ALNIFOLIA 'REGENT'#5 CONT.5`-0" O.C.H 4-6` W 4-6` AFD 14 ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.H 3-5` W 3-5` DBH 13 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.3`-0" O.C.H 3-4` W 3-4` PERENNIALS RCB 13 NORTHERN EXPOSURE™ RED CORAL BELLS / HEUCHERA X 'TNHEUNER'#1 CONT.24" O.C.H 12-18" W 18-24" GRASSES BAB 21 BLONDE AMBITION BLUE GRAMA / BOUTELOUA GRACILIS 'BLONDE AMBITION'#1 CONT.24" O.C.H 18-24" W 16-20" KFG 42 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 3-4` W 2-3` LBS 53 LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM #1 CONT.24" O.C.H 3-4` W 18-24" PDS 16 PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C.H 2-3` W 2-3` SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 P L 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R L100 AM E S , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E PL A N 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 REQUIRED LANDSCAPING: FRONT YARD LANDSCAPE:: TREES:1 PER 50 LF OF FRONTAGE SHRUBS:8 PER 1,000 SF OF PROVIDED FRONT YARD GRASSES:12 PER 1,000 SF OF PROVIDED FRONT YARD DUFF AVE TREES REQUIRED:4 (170.9/50= 3.418= 4) SHRUBS REQUIRED:32 (3,535.6/1,000= 3.5356= 4*8= 32) GRASSES REQUIRED:48 (3,535.6/1,000= 3.5356= 4*12=48) BUCKEYE AVE TREES REQUIRED:4 (171.2/50= 3.418= 4) SHRUBS REQUIRED:32 (3,436.8/1,000= 3.4368= 4*8= 32) GRASSES REQUIRED:48 (3,436.8/1,000= 3.4368= 4*12=48) NO MORE THAN 50% OF A SINGLE SPECIES MAY BE PLANTED. PARKING SHADE: PARKING LOTS MUST CONTAIN LANDSCAPED AREA EQUAL TO 10% OF GROSS PARKING LOT AND LOADING AREAS. TREES:1 PER 200 SF OF REQUIRED LANDSCAPE AREA REQUIRED LANDSCAPE AREA:2,145 SF (21,449*.1= 2,144.9= 2,145) TREES REQUIRED:11 (2,145/200= 10.72) TOTAL TREES REQUIRED: 19 PROVIDED LANDSCAPING: TREES PROVIDED: 19 FRONT YARD (DUFF):4 (4 EXITING TREES) FRONT YARD (BUCKEYE):4 (1 DECIDUOUS, 1 CONIFEROUS, 2 EXISTING) PARKING:11 (10 DECIDUOUS, 1 EXISTING) FRONT YARD SHRUBS PROVIDED (DUFF):32 (14 ANJ, 5 AFD, 13 DBH) FRONT YARD SHRUBS PROVIDED (BUCKEYE):32 (5 ANJ, 8 AFD, 10 DBH, 9 RES) FRONT YARD GRASSES PROVIDED (DUFF): 48 (16 BAB, 10 KFG, 14 LBS, 8 PDS) FRONT YARD GRASSES PROVIDED (BUCKEYE): 56 (21 BAB, 10 KFG, 11 LBS, 14 PDS) PARKING LOT LANDSCAPE AREA PROVIDED (%):2,417 SF (11%; 2,417/21,449= .1126= .11) OVERALL LANDSCAPE AREA PROVIDED (%):11,838 SF (28.9%; 11,838/41,037= .28847= .289) +++CITY REQUIREMENTS MET+++ ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. LANDSCAPE SUMMARY LANDSCAPE LEGEND SHRUBSOVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE PERENNIALS EDGER A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) D EXISTING TREE TO REMAIN (INCLUDED IN REQUIRED TREE COUNT) E EXISTING TREE - OFFSITE ALANDSCAPE KEYNOTES ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT O.C. = ON CENTER QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PLANT SCHEDULE EXISTING TREE 20 S D U F F A V E N U E BU C K E Y E A V E N U E STCOCO CO CO CO FO E ST CO CO CO CS PO H PO H PO H PO H PO H PO H PO H PO H PO H GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) (6 0 ' P U B L I C R I G H T - O F - W A Y ) STSTOSTOSTO ST O SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N 8" W A T E R M A I N PROPOSED BUILDING 6,478 SF FFE= 901.50 T 51 51 51 51 51 51 51 51 51 51 51 51 51M 01 C 01 01 8 8 8 8 8 8 8 8 51 51 51 888888888888888 8 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 51 51 51 8 3 4"3 4" 3 4" 3 4" 1" 1" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 12" 3 4"1" 1"114" 3 4" 1" 1" 114" 17.33 1" 2 8.48 1" 3 10.4 1" 4 6.72 1" 51.3 1" 6 7.48 1" 712.9 1" 85.38 1" 10 15.8 1" 911.7 1" 1113.6 1" 12 7.92 1" SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS RAIN BIRD 1806-U-PRS SQ-2HLF 5 180 30 0.2 2.5'x5' RAIN BIRD 1806-U-PRS 08 HE-V 51 ADJ 30 ≤ 1.19 8' RAIN BIRD 1806-U-PRS 15 HE-V 19 ADJ 30 ≤ 3.71 15' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-LC 1" WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING 40PSI BASKET FILTER. 0.3-20 GPM. 5 RAIN BIRD PCT PRESSURE COMPENSATING THREADED LOW-FLOW BUBBLERS. OFFERED IN 5 GPH, 7 GPH, AND 10 GPH MODELS, WITH 1/2IN. FPT THREADED INLET. LIGHT BROWN = 5 GPH, VIOLET = 7 GPH, AND GREEN = 10 GPH. 12 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDE-06-12 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 4,498 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB 1" 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 7 RAIN BIRD PESB 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 RAIN BIRD ESP4ME3 WITH (3) ESP-SM6 22 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSOR READY. 1 RAIN BIRD LNK2WIFI UPGRADES CONTROLLERS (ESP-M, ESP-RZXE, ST8) TO HAVE WEATHER DATA FOR ET-BASED ADJUSTMENTS (WATERSENSE APPROVED) & WIFI CAPABILITIES - 1 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR.1 POINT OF CONNECTION 1"1 IRRIGATION LATERAL LINE: HDPE PE3408 DR 11 3/4"1,346 LF IRRIGATION LATERAL LINE: HDPE PE3408 DR 11 1"50.2 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1/2"9.3 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 3/4"174.2 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1"194.4 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/4"256.1 LF PIPE SLEEVE: DUCTILE IRON PIPE- CLASS 350 68.4 LF 8 51 5.0 7.0 10.0 M C XX XX XX Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE Generated:2026-04-21 09:55 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size:1" Flow Available 19.62 GPM PRESSURE AVAILABLE Static Pressure at POC:55 PSI Pressure Available:55 PSI DESIGN ANALYSIS Maximum Station Flow:15.77 GPM Flow Available at POC:19.62 GPM Residual Flow Available:3.85 GPM Design Pressure:15 PSI Friction Loss:0.43 PSI Fittings Loss:0.05 PSI Elevation Loss:0 PSI Loss through Valve:15.9 PSI Pressure Req. at Critical Station:31.4 PSI Loss for Fittings:0.98 PSI Loss for Main Line:9.77 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:0 PSI Loss for Master Valve:2.12 PSI Critical Station Pressure at POC:44.3 PSI Pressure Available:55 PSI Residual Pressure Available:10.7 PSI CRITICAL ANALYSIS SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 P L 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R L101 AM E S , I A LE S S C H W A B TI R E C E N T E R IR R I G A T I O N PL A N 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 20 ' 4' o r 2' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1.PRIOR TO CUTTING INTO THE SOIL, LOCATE ALL CABLES, CONDUITS, & OTHER UTILITIES THAT ARE COMMONLY FOUND UNDERGROUND, & TAKE PROPER PERCAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. 2.THE INSTALLATION OF THE IRRIGATION SYSTEM SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AND CODES. 3.THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. PIPE + HEAD PLACEMENT MAY NEED TO BE ADJUSTED TO ACCOMMODATE SITE CONDITIONS. 4.ADJUST ALL SPRAY HEADS TO AVOID OVERTHROW ONTO WALLS OR STREETS. AVOID UTILITY BOXES, TRANSFORMERS, ETC. USE DIFFERENT SPRAY PATTERNS THAN SHOWN IF OBSTACLES ENCOUNTERED REQUIRE IT. 5.ALL PIPE + WIRING UNDER PAVING & ROADWAYS SHALL BE SLEEVED. PIPES MAY BE PIPED TOGETHER IF AN EQUIVALENT INCREASE IN SLEEVE SIZE IS MADE. 6.CONTROLLER IS TO BE MOUNTED AS DETAILED. COORDINATE ELECTRICAL WORK WITH ELECTRICAL CONTRACTOR. 7.IRRIGATION CONTRACTOR TO INSTALL QTY. 1 EZ-11 @ EVERY VALVE LOCATION. 8.THE USE OF MANUFACTURER'S NAME AND MODEL OR CATALOG # IS FOR THE PURPOSE OF ESTABLISHING THE STANDARD OF QUALITY & CONFIGURATION DESIRED. DESIGN OF IRRIGATION SYSTEM IS BASED ON THESE MATERIALS. IF OTHER EQUIPMENT IS SUBSTITUTED, WITH APPROVAL, DESIGN REQUIREMENTS ARE TO BE ADJUSTED ACCORDINGLY. 9.IRRIGATION SYSTEM REQUIRES A MIN OF 15.77 GPM @ 55 PSI AT POINT OF CONNECTION TO DOMESTIC WATER SOURCE. IF ADEQUATE PRESSURE IS NOT AVAILABLE, A BOOSTER PUMP WILL BE REQUIRED. 10.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILER, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. IRRIGATION NOTES 21 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 P L 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R L102 AM E S , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E & I R R I G A T I O N DE T A I L S 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'1'2'3' 1" = 1' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 1' 0' o r 0' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2XBALL DIAMETER LAST REVISED: 10/19/18EVERGREEN TREE PLANTING LA29 N.T.S. LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER LANDSCAPE DETAILS IRRIGATION DETAILS 22 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F IO W A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 2 4 0 3 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 2 4 0 3 P L 0 1 . D W G 04/23/2026 LE S S C H W A B T I R E C E N T E R L103 AM E S , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E & I R R I G A T I O N NO T E S 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 04 / 2 3 / 2 0 2 6 SC / S W GS SC / S W 03 / 3 0 / 2 0 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S 17 3 0 3 . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'1'2'3' 1" = 1' 04 / 2 3 / 2 0 2 6 .... CI T Y C O M M E N T S .... 1' 0' o r 0' PROJECT NUMBER: 0072403.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 5.ALL PLANTS TO BE SPECIMEN GRADE, IOWA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.PLANTS TO BE INSTALLED AS PER IALA & ANSI STANDARD PLANTING PRACTICES. 6.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 7.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 8.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 9.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 10.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 11.BACKFILL SOIL AND TOPSOIL TO ADHERE TO I/DOT STANDARD SPECIFICATION FOR SELECT TOPSOIL BORROW AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 12.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 13.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER SUDAS SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 14.PARKING LOT ISLANDS TO BE MULCHED WITH SHREDDED HARDWOOD MULCH. 15.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 16.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 17.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AND RIGHT OF WAY AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 18.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 19.ALL PLANTS TO MEET CITY OF WAUKEE MINIMUM SIZE STANDARDS, STANDARDS FOR TREE HEIGHT ARE AS FOLLOWS: ·DECIDUOUS OVERSTORY TREE SHALL BE A MINIMUM HEIGHT OF 8 FT ·EVERGREEN TREES SHALL BE A MINIMUM HEIGHT OF 6 FT ·UNDERSTORY TREES SHALL BE A MINIMUM HEIGHT OF 6 FT PLANTING NOTES 23 PROPOSED BUILDING 6,478 SF FFE= 901.50 T W2W2W1W1W1 W1 W1 W1 W1 0.1 0.1 0.4 1.0 2.5 6.7 7.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 3.1 8.5 10.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.6 1.5 3.3 6.0 4.7 0.1 0.1 0.2 0.1 0.0 0.1 0.2 0.6 1.5 3.4 9.0 10.6 0.5 0.5 0.4 0.2 0.1 0.1 0.2 0.7 1.6 3.6 8.0 8.1 2.9 1.9 0.9 0.4 0.1 0.1 0.2 0.6 1.5 3.5 8.1 8.2 9.7 3.5 1.1 0.5 0.1 0.1 0.2 0.5 1.2 3.1 10.0 18.3 8.4 3.4 8.2 8.2 2.4 4.2 11.4 6.3 10.9 7.7 6.8 2.7 8.3 3.4 1.2 0.5 0.2 0.1 0.2 0.4 1.0 2.2 5.5 9.9 7.8 4.6 8.2 8.0 3.5 5.4 9.5 7.8 9.2 7.3 4.4 3.0 2.5 1.7 1.1 0.6 0.2 0.1 0.2 0.4 0.7 1.2 2.2 3.2 3.1 3.0 3.4 3.2 2.5 2.9 3.5 4.0 3.7 3.2 2.0 1.3 1.0 0.9 0.8 0.7 0.2 0.2 0.3 0.4 0.5 0.8 1.1 1.3 1.5 1.7 1.6 1.5 1.6 1.6 1.6 1.9 1.7 1.5 1.2 0.9 0.7 0.7 0.7 0.8 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.6 0.6 0.5 0.6 0.1 0.2 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.5 0.6 0.2 0.2 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.4 0.6 0.1 0.2 0.4 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.7 0.6 0.6 0.5 0.7 0.1 0.3 0.5 0.7 0.8 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.7 0.6 0.5 0.5 0.6 0.1 0.3 0.6 0.9 0.8 0.7 0.6 0.7 0.9 0.8 0.7 0.7 0.8 0.9 0.7 0.7 0.7 1.0 1.0 0.8 0.5 0.4 0.3 0.4 0.1 0.2 0.4 0.7 0.8 1.0 1.1 0.9 0.8 0.6 0.5 0.5 0.8 1.1 1.1 1.2 1.2 1.2 0.9 0.6 0.4 0.2 0.2 0.2 0.1 S2 S2 S1 1 SCALE: PHOTOMETRIC PLAN 1"=20'NORTH 0 U.S. SURVEY FEET 10 20 40 GENERAL NOTES A.SITE FIXTURES SHALL BE CONTROLLED BY PROGRAMMABLE LIGHTING PANEL TO DISABLE OPERATION BETWEEN 11:00 PM AND 6:00 AM. 2 SCALE: LIGHTING POLE FOUNDATION DETAIL NOT TO SCALE 1" CHAMFER FINISHED GRADE CLASS A CONCRETE (3500 PSI) UNDISTURBED GROUND #4 TIES @ 1'-0" O.C. WITH 12" MIN. LAP (TYP.) 8#6 BARS SET VERTICALLY ALL AROUND EQUALLY SPACED ON A CIRCLE (4) ASTM F1554 3/4" DIA BR. 36 HEX HEAD ANCHOR BOLTS. SEE NOTE 1 2 1/2" CLEAR 18" Ø 6'-6" 18" POLE 36" NOTES: 1.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK AND VERIFY ALL ANCHOR BOLT DIMENSIONS (SIZE, BOLT CIRCLE, ETC.) WITH THE CONTRACTOR WHO WILL BE INSTALLING THE LIGHTING STANDARD PRIOR TO INSTALLATION OF THE FOUNDATIONS. 2.CHAMFER EXPOSED EDGES OF ALL FOUNDATIONS. 3.PROVIDE INSULATING GROUNDING BUSHING ON EXPOSED ENDS (IN BASE OF POLE) OF ALL GALVANIZED STEEL BENDS. (2) #4 TIES WITHIN TOP 5" OF CONCRETE CONDUIT ADAPTOR COUPLING 4 ANCHOR BOLTS www.f-w.comEngineers | Architects | Surveyors | Scientists GROUP REVISIONS 5613 DTC PARKWAY, SUITE 1100 GREENWOOD VILLAGE, CO 80111 (303) 692-8838 / info@f-w.com 3/10/2026 12:45:36 PM PHOTOMETRIC PLAN ES101 03.10.2026 © 2026 | ALL RIGHTS RESERVED LES SCHWAB TIRE CENTER - AMES SOUTH DESIGNED BY | JPG DRAWN BY | JPG LE S S C H W A B T I R E C E N T E R - AM E S , I A 6 B A Y S T O R E AM E S , I O W A | Project# SS MVP 6R | PROJECT# | SS MVP 6R STATISTICS DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN AVG/MIN PARKING +1.38 FC 7.7 FC 0.4 FC 19.25 3.45 SIDEWALK +7.36 FC 18.2 FC 1.3 FC 14 5.66 FULL SITE +1.61 FC 18.3 FC 0.0 FC N/A N/A LUMINAIRE SCHEDULE TYPE MANUFACTURER LUMINAIRE SERIES SOURCE (TYPE/COLOR TEMP/CRI)VOLTAGE LOAD (VA)LUMEN OUTPUT FINISH MOUNTING DESCRIPTION S1 MCGRAW-EDISON GLEON GALLEON SERIES LED, 4000K, 70CRI 208V 33 4,617 BRONZE 25'-0" AFG POLE MOUNTED SITE LUMINAIRE, FULL CUT-OFF, TYPE IV FORWARD THROW DISTRIBUTION, HOUSE SIDE SHIELD, MOTION SENSOR FOR DIMMING OPERATION, HOUSE SIDE SHIELD S2 MCGRAW-EDISON GLEON GALLEON SERIES LED, 4000K, 70CRI 208V 57 7,098 BRONZE 25'-0" AFG POLE MOUNTED SITE LUMINAIRE, FULL CUT-OFF, TYPE IV FORWARD THROW DISTRIBUTION, HOUSE SIDE SHIELD, MOTION SENSOR FOR DIMMING OPERATION, HOUSE SIDE SHIELD W1 COOPER LUMARK SERIES LED, 4000K, 70CRI 120V 58 6,129 CARBON BRONZE 14'-0" AFG FULL CUT-OFF WALL PACK WITH PHOTOCELL AND UNOCCUPIED DIMMING TO 50% W2 COOPER LUMARK SERIES LED, 4000K, 70CRI 120V 12 1,418 CARBON BRONZE 9'-0" AFG FULL CUT-OFF WALL PACK WITH PHOTOCELL AND UNOCCUPIED DIMMING TO 50% NOTES:A.REMOVE ALL FINGER PRINTS FROM LENSES, REFLECTORS, AND LOUVERS FOLLOWING LIGHT FIXTURE INSTALLATION. B.PROVIDE ALL HOLLOW POLES WITH VIBRATION DAMPERS BY THE FACTORY. 24 www.f-w.comEngineers | Architects | Surveyors | Scientists GROUP REVISIONS 5613 DTC PARKWAY, SUITE 1100 GREENWOOD VILLAGE, CO 80111 (303) 692-8838 / info@f-w.com 3/10/2026 12:45:36 PM SCHEDULES ES102 03.10.2026 © 2026 | ALL RIGHTS RESERVED LES SCHWAB TIRE CENTER - AMES SOUTH DESIGNED BY | JPG DRAWN BY | JPG LE S S C H W A B T I R E C E N T E R - AM E S , I A 6 B A Y S T O R E AM E S , I O W A | Project# SS MVP 6R | PROJECT# | SS MVP 6R 25 ELEVATION GENERAL NOTES: A. ANY SIGNAGE DEPICTED ON ELEVATIONS IS TO BE PERMITTED SEPARATELY, BY OWNER. B. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR. C. REF CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. D. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS. E. COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL SUPPORTS USING GALVANIZED EXPANSION ANCHORS AND REQUIRED ELECTRICAL ROUGH-IN LOCATIONS. ENSURE ELECTRICAL IS PROVIDED AT ALL EXTERIOR SIGNAGE AND TERMINATED AT SIGN. F. PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. G. REFER TO SHEET E501 LIGHTING FIXTURE SCHEDULE FOR EXTERIOR LIGHT FIXTURE MOUNTING HEIGHTS . H. VERIFY LOCAL FIRE DEPARTMENT REQUIREMENTS FOR ADDRESS NUMBER LOCATION. I. WSEC WWR: 848 SF NET TRANSPARENT WINDOW AREA / 7,384 SF NET WALL AREA + 545 SF OPAQUE OPENINGS = 10.6%. 1. SIGNAGE BY CARLSON SIGN, REF 5/A506 FOR ATTACHMENT DETAIL. 2. ADDRESS NUMBER LOCATION, COORD W/ AHJ. ELEVATION KEY NOTES:1 MATERIAL LEGEND: PC-1 PC-2 PC-3 PC-4 PC-5 TL-1 PT-1 PF-1 PRECAST EXPOSED AGGREGATE (COLOR: WHITE LIMESTONE) PRECAST 4" HORIZONTAL STAMP (STAIN SW, COLOR: 7068-GRIZZLE GRAY) PRECAST RAKED VERTICALLY (STAIN SW, COLOR: 8261-7797 -LS COLONIAL RED 2020) PRECAST SMOOTH (STAIN SW, COLOR: 7004 SNOWBOUND) PRECAST SMOOTH (STAIN SW, COLOR: 7068-GRIZZLE GRAY) LARGE FORMAT TILE, CORONADO STONE: GETTYSTONE -BLACK FOREST *PRE MANUFACTURERED CORNER PIECES TO BE USED AT ALL EXTERIOR CORNERS EXTERIOR PAINT, COLOR: SW 8261-10059-LS BRONZE 2020 PRE-FINISHED METAL COLOR TO MATCH: SW 8261-10059-LS BRONZE 2020 ENSURE ALL COLORS RETURN INTO JAMBS AND INTERIOR CORNERS, TYP. GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 116'-0" T.O. LOW PARAPET 121'-4" T.O. SERVICE BAY DOORS/ SECOND FLOOR 112'-0" T.O. STOREFRONT 112'-0" T.O. UPPER PARAPET 123'-4" T.O CANOPY 114'-8" B.O. STOREFRONT 102'-0" PC-1 PC-2 PC-3 PC-5PC-4PC-5 PC-2 PT-1 PC-4 PF-1 PT-1 PC-2 PT-1 PT-1 PC-5 PT-1 PT-1 PT-1 PC-3 PC-3 PC-1 PC-1 PC-5 GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 116'-0" T.O. LOW PARAPET 121'-4" T.O CANOPY 114'-8" B.O. STOREFRONT 102'-0" PC-3 PC-2 PC-1 PC-4 PC-5 PC-3 PC-3 PC-2 PC-1 PC-5 GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 116'-0" T.O. STOREFRONT 112'-0" T.O. UPPER PARAPET 123'-4" T.O CANOPY 114'-8" B.O. STOREFRONT 102'-0" PC-3 PC-2 PF-1 PC-1 PC-4 PC-5 PC-5 PC-4 PC-5 PC-5 PC-2 PT-1 PT-1 PC-1 PC-3 PF-1 www.f-w.com Engineers | Architects | Surveyors | Scientists GROUP REVISIONS 5613 DTC PARKWAY, SUITE 1100 GREENWOOD VILLAGE, CO 80111 (303) 692-8838 / info@f-w.com 4/23/2026 9:32:00 AM EXTERIOR ELEVATIONS - PRECAST A201 04.21.2026 © 2026 | ALL RIGHTS RESERVED LES SCHWAB TIRE CENTER - AMES SOUTH DESIGNED BY | SMR DRAWN BY | SMR LE S S C H W A B T I R E C E N T E R - AM E S , I A AM E S I A 5 0 0 1 0 14 1 0 B U C K E Y E A V E . | Project# SS MVP 6R | PROJECT# | SS MVP 6R SCALE: 1/8" = 1'-0"1 NORTH ELEVATION SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION SCALE: 1/8" = 1'-0"3 EAST ELEVATION SCALE: 1/8" = 1'-0"4 WEST ELEVATION 26 T ectonic Cop yright 2007 1 A202 ______________ STREET PERSPECTIVE SIDEWALK PERSPECTIVE www.f-w.com Engineers | Architects | Surveyors | Scientists GROUP REVISIONS 5613 DTC PARKWAY, SUITE 1100 GREENWOOD VILLAGE, CO 80111 (303) 692-8838 / info@f-w.com 5/12/2026 5:39:33 PM WEST ELEVATION MECHANICAL EQUIPMENT SCREENING PERSPECTIVE A202 04.21.2026 © 2026 | ALL RIGHTS RESERVED LES SCHWAB TIRE CENTER - AMES SOUTH DESIGNED BY | Designer DRAWN BY | Author LE S S C H W A B T I R E C E N T E R - AM E S , I A AM E S I A 5 0 0 1 0 14 1 0 B U C K E Y E A V E . | Project# SS MVP 6R | PROJECT# | SS MVP 6R SCALE: 1/8" = 1'-0"1 BUILDING SECTION SCALE: 1/16" = 1'-0"2 ARCHITECTURAL SITE PLAN SCALE:3 WEST ELEVATION - SIDEWALK PERSPECTIVE SCALE:4 WEST ELEVATION - STREET PERSPECTIVE 27