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Home My WebLink About2026-07-20 I07A-B Hy-Vee Expansion_Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 20, 2026 AGENDA ITEM: Consideration of approval of resolution approving a final plat for The Crossing at Alice’s Road Plat 6 and a site plan for Hy-Vee Waukee Expansion FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat and site plan for an addition to the existing grocery store for Hy-Vee. The property is located north of west of NE Alice’s Road and north of Hickman Road, containing 12.84-acres. The property is zoned C-1B, Large Scale Commercial District. The existing grocery store building was constructed in 2013. In 2019, the Aisles Online structure was built within the parking lot, north of NE Venture Drive. A previous site plan was approved for the expansion of Hy-Vee, but nothing has been built. The applicant is now requesting a new site plan approval for an expansion to the existing store, which will include an Aisles Online and pharmacy pickup just to the west of the building and additional loading docks at the northwest corner of the building. The project includes an addition to the existing grocery store building. The proposed addition is 4,885 square feet in area. The proposed site plan includes a canopy and drive-thru lanes along the west side of the proposed building addition for the Aisles Online and pharmacy pickup. The existing Aisles Online structure will be removed from the site, and the area will return to standard parking stalls to serve customers. The proposed site plan also includes two new loading docks at the northwest corner of the building. The final plat includes combining the existing lot that the store is on with the unplatted parcel to the west, for one large lot that is 12.84-acres in area. No changes are proposed to existing accesses. The proposed site plan will add a total of 24 parking spaces. A total of 509 parking spaces are required for the proposed site plan and a total of 708 spaces are provided. A minimum of 20% of the site is required to be open space, they are providing 26%. They are providing the required amount of plantings, including landscape buffers along the west and north sides of the site. The building elevations of the building addition are proposed to be constructed primarily of brick, precast concrete panels, EIFS, and glazing. These materials match the existing Hy-Vee building. I7A-B FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the final plat and site plan request at their meeting on June 23, 2026, and recommended approval: Approval of a Final Plat for The Crossing at Alice’s Road Plat 6 and Approval of a Site Plan for Hy-Vee Waukee Expansion (1005 E Hickman Road) Andy Kass, Community Development Director, introduced the request for approval of a final plat and site plan for an addition to the existing grocery store for Hy-Vee, as requested by Hy-Vee, Inc., and Luis Leon of LT Leon Associates, Inc. The property is generally located west of NE Alice’s Road and north of Hickman Road, containing approximately 12.84 acres. The existing grocery store building was constructed in 2013. In 2019, the Aisles Online structure was built within the parking lot, north of NE Venture Drive. A previous site plan was approved for the expansion of Hy-Vee, but nothing has been built. The applicant is now requesting a new site plan approval for an expansion to the existing store, which will include an Aisles Online and pharmacy pickup just to the west of the building and additional loading docks at the northwest corner of the building. The project includes an addition to the existing grocery store building. The proposed addition is 4,885 square feet in area. The proposed site plan includes a canopy and drive-thru lanes along the west side of the proposed building addition for the Aisles Online and pharmacy pickup. The existing Aisles Online structure will be removed from the site, and the area will return to standard parking stalls to serve customers. The proposed site plan also includes two new loading docks at the northwest corner of the building. This includes a separate driveway access for trucks along the west side of the site. Currently the parcel just to the west of the existing lot that contains the grocery store building is an unplatted parcel. The final plat will combine the lot that the existing grocery store building is on with the unplatted parcel, for one large lot that is 12.84-acres in area. No changes are proposed to the existing accesses into the overall site. Several accesses are provided into the site from surrounding public streets, including three access points off of NE Alice’s Road along the east and several access points off of the private street, NE Venture Drive, along the south side of the site. The proposed site plan will add a total of 24 parking spaces. A total of 509 parking spaces are required for the proposed site plan, and a total of 708 spaces are provided. No new public sidewalks or trails are proposed with this project. Pedestrian connections will be provided within the site to provide access from the parking lot to the building. This site is already serviced with all public utilities. Stormwater detention will be provided with a bioretention cell at the north side of the proposed addition. A minimum of 20% of the site is required to be open space. The total amount of open space proposed is 26%. Landscape buffers will be provided along the west and north sides of the expansion area in order to provide screening between the commercial and residential land uses. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. The elevations of the building addition are proposed to be constructed of brick, precast concrete panels, EIFS, and glazing. These materials match the existing Hy-Vee building. Elevations of the proposed building addition have been provided for review. The proposed final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the final plat and site plan subject to remaining staff comments and review of the legal documents. Discussion as follows: (None) Motion by Commissioner Streit for Approval of a Final Plat for The Crossing at Alice’s Road Plat 6, seconded by Commissioner Lohse. Ayes: Broderick, Streit, Bankole, Beenken, Lohse, Tuel, and Bannister. Nays: None. Motion carried. Motion by Commissioner Bankole for Approval of a Site Plan for Hy-Vee Waukee Expansion (1005 E Hickman Road), seconded by Commissioner Lohse. Ayes: Broderick, Streit, Bankole, Beenken, Lohse, Tuel, and Bannister. Nays: None. Motion carried. RECOMMENDATION: Approve the resolutions ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Final Plat IV. Site Plan V. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE FINAL PLAT FOR THE CROSSING AT ALICE’S ROAD PLAT 6 IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, HY-VEE INC., has requested final plat approval of The Crossing at Alice’s Road Plat 6 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on June 23, 2026, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for The Crossing at Alice’s Road Plat 6 and the documents relating thereto will comply with Section §176 – Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 20th day of July, 2026, that the Final Plat for The Crossing at Alice’s Road Plat 6 be and the same is hereby accepted and approved by the City Council of the City of Waukee. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE SITE PLAN FOR HY-VEE WAUKEE EXPANSION (1005 E HICKMAN ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Hy-Vee Waukee Expansion, subject to remaining staff comments on June 23, 2026; AND, WHEREAS, the Site Plan for Hy-Vee Waukee Expansion is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Hy-Vee Waukee Expansion is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 20th day of July, 2026, that the Site Plan for Hy-Vee Waukee Expansion is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Crossing at Alice’s Road Plat 6 – Final Plat and Hy-Vee Waukee Expansion – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: June 19, 2026 MEETING DATE: June 23, 2026 GENERAL INFORMATION Owner/Applicant: Hy-Vee, Inc. Owner’s Representative: Luis Leon, PE with LT Leon Associates, Inc. Request: The applicant is requesting approval of a final plat and site plan for an addition to the existing grocery store for Hy-Vee. Location and Size: Property is generally located west of NE Alice’s Road and north of Hickman Road, containing approximately 12.84-acres. Property Address: 1005 E Hickman Road AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. June 18, 2026 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Commercial (Hy-Vee Grocery Store) Community Commercial C-1B (Large Scale Commercial District) North Multi-Family Residential (Apartment Complex) High-Density Residential R-3 (Multi-Family Residential District) South Commercial Community Commercial C-1B (Large Scale Commercial District) East Vacant / Undeveloped Mixed Use C-1 (Community and Highway Service Commercial District) West Multi-Family Residential / Commercial Mixed Use R-3 / PD-1 (Multi-Family Residential District with a Planned Development Overlay) and C-1B (Large Scale Commercial District) HISTORY The existing grocery store building was constructed in 2013. In 2019, the Aisles Online structure was built within the parking lot, north of NE Venture Drive. A previous site plan was approved for the expansion of Hy-Vee, but nothing has been built. The applicant is now requesting a new site plan approval for an expansion to the existing store, which will include an Aisles Online and pharmacy pickup just to the west of the building and additional loading docks at the northwest corner of the building. PROJECT DESCRIPTION The project includes an addition to the existing grocery store building. The proposed addition is 4,885 square feet in area. The proposed site plan includes a canopy and drive-thru lanes along the west side of the proposed building addition for the Aisles Online and pharmacy pickup. The existing Aisles Online structure will be removed from the site, and the area will return to standard parking stalls to serve customers. The proposed site plan also includes two new loading docks at the northwest corner of the building. This includes a separate driveway access for trucks along the west side of the site. Currently the parcel just to the west of the existing lot that contains the grocery store building is an unplatted parcel. The final plat will combine the lot that the existing grocery store building is on with the unplatted parcel, for one large lot that is 12.84-acres in area. ACCESS AND PARKING No changes are proposed to the existing accesses into the overall site. Several accesses are provided into the site from surrounding public streets, including three access points off of NE Alice’s Road along the east and several access points off of the private street, NE Venture Drive, along the south side of the site. The proposed site plan will add a total of 24 parking spaces. A total of 509 parking spaces are required for the proposed site plan and a total of 708 spaces are provided. June 18, 2026 3 of 3 SIDEWALKS/TRAILS No new public sidewalks or trails are proposed with this project. Pedestrian connections will be provided within the site to provide access from the parking lot to the building. UTILITIES This site is already serviced with all public utilities. Stormwater detention will be provided with a bioretention cell at the north side of the proposed addition. LANDSCAPING & OPEN SPACE A minimum of 20% of the site is required to be open space. The total amount of open space proposed is 26%. Landscape buffers will be provided along the west and north sides of the expansion area in order to provide screening between the commercial and residential land uses. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations of the building addition are proposed to be constructed of brick, precast concrete panels, EIFS, and glazing. These materials match the existing Hy-Vee building. Elevations of the proposed building addition have been provided for review. STAFF RECOMMENDATION The proposed final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the final plat and site plan subject to remaining staff comments and review of the legal documents. CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . F a x : 5 1 5 . 2 7 6 . 7 0 8 4 . m a i l @ c e c l a c . c o m LOT 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . F a x : 5 1 5 . 2 7 6 . 7 0 8 4 . m a i l @ c e c l a c . c o m CALL 811 / 1-800-292-8989 2 Working Days BEFORE YOU DIG DigSafeWait48.com IOWA ONE CALL WA U K E E E X P A N S I O N : CI T Y S U B M I T T A L # 4 : 0 6 / 1 8 / 2 0 2 6 SITE PLAN AND CONSTRUCTION DOCUMENT PACKAGE PLANS ISSUED WAUKEE EXPANSION 1005 E HICKMAN ROAD DEVELOPER/APPLICANT HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 515-267-2800 ATTN: JEFF STEIN CIVIL ENGINEER/ LANDSCAPE ARCHITECT LT LEON ASSOCIATES, INC. 1823 OHIO STREET, SUITE 101 DES MOINES, IOWA 50314 515-422-7016 ATTN: LUIS LEON UTILITY CONTACTS STATE ONE CALL 800-292-8989 WATER, SEWER, FIBER, CITY OF WAUKEE 515-978-7920 GAS, ELECTRIC/STREET LIGHTS MIDAMERICAN ENERGY 888-427-5632 TELEPHONE CENTURYLINK 800-244-1111 CABLE CENTURYLINK 800-244-1111 SITE LOCATION MAP NOT TO SCALE EMPLOYEE OWNED FOOD STORES SHEET INDEX C0.0 COVER SHEET C1.0 EXISTING CONDITIONS/ DEMOLITION PLAN C2.0 OVERALL SITE PLAN C2.1 SITE PLAN C2.2 DIMENSION PLAN C2.3 VEHICLE CIRCULATION PLAN: SEMI-TRAILER C2.4 VEHICLE CIRCULATION PLAN: PASSENGER C3.0 GRADING PLAN C3.1 EROSION AND SEDIMENT CONTROL PLAN C4.0 UTILITY PLAN C4.1 PHOTOMETRIC PLAN C5.0 PLANTING PLAN C5.1 PLANTING DETAILS C5.2 PLANTING DETAILS C6.0 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS C6.3 CONSTRUCTION DETAILS C6.4 CONSTRUCTION DETAILS C0.0 OWNER HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 515-267-2800 REV DATE DESCRIPTION 1 05/21/2026 SUBMITTAL #2 2 06/02/2026 SUBMITTAL #3 3 06/18/2026 SUBMITTAL #4 PROJECT LOCATION HICKMAN ROAD ASHW O R T H D R I V E REV DATE DESCRIPTION SE W E S T G A T E D R I V E NW 1 5 5 T H S T R E E T DOUGLAS PARKWAY NE A L I C E ' S R O A D SE A L I C E ' S R O A D WA R R I O R L A N E NE W E S T G A T E D R I V E N O R T H Pages or sheets covered by this seal: Signature Date I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Iowa License Number 18685 Luis T. Leon, P.E. My license renewal date is December 31, 2027. I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. AARON E. THACKER, PLA #LA00684 SIGNATURE DATE DISCIPLINE: LANDSCAPE ARCHITECT REGISTRATION EXPIRES: JUNE 30, 2026 PAGES OR SHEETS COVERED BY THIS SEAL:ALL SHEETS EXCEPT C2.3, C2.4, C4.1, C5.0, C5.1, AND C5.2 C5.0, C5.1 AND C5.2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2 R1R1 R2 R2 R2 W1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 C2 P1 W1A W1A W1A P2 R1 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 PROPOSED 45' SANITARY SEWER EASEMENT 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 10 NE A L I C E ' S R O A D 10 PRIVATE DRIVE FFE=1031.25 6,155 SF BUILDING X X XX XX X XX XX XX XX XX XXX XX XX X X X X X X X X X X X X X X X XXX XXX 40'120' GRAPHIC SCALE 80'0 GRAPHIC SCALE N O R T H DEMOLITION NOTES 1. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLY COORDINATED WITH APPROPRIATE UTILITY SUPPLIER AND REGULATORY AGENCIES. 2. ALL CONSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF OR RECYCLED OFF SITE IN FULL COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS. 3. PROTECT ADJACENT PROPERTY DURING DEMOLITION. 4. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN MAY BE PRESENT. 5. REMOVE ALL DESIGNATED STREETS, DRIVEWAYS, ETC. IN THEIR ENTIRETY. BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIAL COMPACTED TO 98% STANDARD PROCTOR DENSITY. BACKFILLING TO BE OBSERVED BY GEOTECHNICAL ENGINEER EMPLOYED BY OWNER. 6. ALL UNDERGROUND AND OVERHEAD UTILITIES WITHIN PROPOSED BUILDING AREA LIMITS ARE TO BE REMOVED ENTIRELY. UTILITIES OUTSIDE THE BUILDING AREA LIMITS MAY BE ABANDONED IN ACCORDANCE WITH UTILITY SUPPLIER REQUIREMENTS. 7. DEMOLITION NOTES AS SHOWN ON THE PLAN ARE NOT ALL INCLUSIVE. CONTRACTOR TO ABANDON IN PLACE OR REMOVE AND DISPOSE OF ALL EXISTING SITE IMPROVEMENTS ABOVE AND BELOW GROUND TO COMPLY WITH THE GENERAL INTENT OF THIS DOCUMENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION, BOTH PUBLIC AND PRIVATE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SALVAGING ANY IRRIGATION COMPONENTS AND ADJUSTING IRRIGATION AS REQUIRED FOR OPERATION ON REMAINDER OF SITE DURING CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SITE DEMOLITION WITH BUILDING DEMOLITION PRIOR TO CONSTRUCTION. LEGEND PROPERTY LINE SETBACK LINE CONSTRUCTION LIMITS REMOVE PAVING AND VEGETATION REMOVE ITEM REMOVE ITEM X 0 GRAPHIC SCALE N O R T H CONTROL POINTS SURVEY DATUM REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C1.0 WA U K E E E X P A N S I O N EXISTING CONDITIONS & DEMOLITION PLAN 10 0 5 E A S T H I C K M A N R O A D 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 PROPOSED 45' SANITARY SEWER EASEMENT 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 10 12 10 FFE=1031.25 6,155 SF BUILDING PICKUP Hy-Vee (Existing) 90,092 SF FFE = 1028.28 Hy-Vee (Expansion) 4,885 SF FFE = 1028.05 PICKUP SIGNAGE AND STRIPING SPECIFICATIONS: 1. PAINT TRAFFIC DIRECTION ARROWS, PARKING STRIPES, AND HANDICAP SYMBOLS "TRAFFIC YELLOW" UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. 2. PAINT SHALL BE LEAD FREE WATERBORNE TRAFFIC AND HIGHWAY MARKING PAINT UC-3586 YELLOW AS MANUFACTURED BY DIAMOND VOGEL PAINTS OR EQUIVALENT. 3. PROVIDE FOUNDRY GRADE SILICA SAND THAT MEETS A 50/60 GRADED SAND WHEN TESTED ACCORDING TO ASTM C-136 OR GLASS BEADS THAT MEET FEDERAL SPECIFICATION TT-B-1325, TYPE I, GRADATION A. 4. BEFORE APPLICATION OF PAINT, PAINTING SURFACE MUST BE DRY AND FREE FROM DIRT, GREASE, OIL, OR OTHER MATERIAL THAT WOULD REDUCE THE BOND BETWEEN THE PAVEMENT AND PAINT. CLEAN THE AREA TO BE PAINTED BY SWEEPING OR COMPRESSED AIR. 5. APPLY PAINT AT LOCATIONS, DIMENSIONS, AND SPACING SHOWN ON THE PLANS. 6. MIX PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLY AT THE RATE OF 115 SF/GALLON. THE ADDITION OF THINNER WILL NOT BE PERMITTED. 7. APPLY SILICA SAND AT 4LBS/GALLON OF PAINT IMMEDIATELY AFTER THE APPLICATION OF PAINT. SILICA SAND SHALL ADHERE TO THE CURED PAINT PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 8. TREAT GLASS BEADS WITH ADHESION PROMOTING COATINGS AS SPECIFIED BY THE PAINT MANUFACTURER. APPLY GLASS BEADS AT 7LBS/GALLON OF PAINT IMMEDIATELY AFTER THE APPLICATION OF PAINT. GLASS BEADS SHALL ADHERE TO THE CURED PAINT PRIOR TO FINAL ACCEPTANCE OF PAYMENT. 9. PROTECT ALL MARKINGS FROM DAMAGE UNTIL PAINT IS DRY. 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE N O R T H ZONING AND LAND USE ZONING: C-1B (LARGE SCALE COMMERCIAL DISTRICT) EXISTING USE: GROCERY STORE PROPOSED USE: GROCERY STORE & AISLES ONLINE DRIVE THRU APPLICANT HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 (515) 267-2819 CONTACT: JEFF STEIN, P.E. OWNER HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 CIVIL ENGINEER LT LEON ASSOCIATES, INC. 500 EAST LOCUST STREET, SUITE 400 DES MOINES, IOWA 50309 (515) 422-7016 CONTACT: LUIS LEON, P.E. LEGAL DESCRIPTION LOT 1, THE CROSSING AT ALICE'S ROAD PLAT 5, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA. 0 GRAPHIC SCALE N O R T H OPEN SPACE REQUIREMENTS 20% OF GROSS LAND AREA (15.00 AC) TOTAL REQUIRED OPEN SPACE: 3.00 AC TOTAL PROVIDED OPEN SPACE: 3.04 AC PARKING REQUIREMENTS REQUIRED EXISTING PROPOSED C-STORE: (5/1000 * 4,541)23 25 25 C-STORE CANOPY 0 16 16 CAR WASH (1 PER BAY)4 4 4 GROCERY (4/1000 * 90,092)360 639 639 FUTURE GROCERY STORE EXPANSION (4/1000 * 4,885)20 0 49 TOTAL 509 684 708 CAR WASH QUEUING (2 CARS PER BAY)8 12 12 PARKING AND BUILDING SETBACKS PARKING FRONT: 10' FROM STREET RIGHT OF WAY REAR: 5' FROM PROPERTY LINE SIDE: 5' FROM PROPERTY LINE BUILDING FRONT: 50' SIDE: 20', 40' WHEN ADJACENT TO RESIDENTIAL ZONE REAR: 50' BUILDING HEIGHT: MAX 3 STORIES PROPOSED BUILDING HEIGHT BUILDING HEIGHT: 30' CANOPY CLEARANCE: 14' FLOOD ZONE DESIGNATION PROPERTY IS LOCATED IN ZONE 'X' ON THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NO. 19049C0355F WITH A REVISED DATE OF DECEMBER 07,2018. PERVIOUS/IMPERVIOUS CALCULATIONS TOTAL SITE AREA=653,371 SF (15.00 ACRES) BUILDING GROSS FLOOR AREA: C-STORE:4,541 SF GROCERY:90,092 SF GROCERY EXPANSION: 4,885 SF TOTAL GROCERY W/ EXPANSION:99,518 SF CAR WASH:3,800 SF TOTAL BUILDING AREA:103,318 SF TOTAL PAVED AREA:415,971 SF TOTAL OPEN SPACE AREA:134,082 SF TOTAL PERVIOUS AREA=134,082 SF (25.82%) TOTAL IMPERVIOUS AREA=519,289 SF (74.18%) REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C2.0 WA U K E E E X P A N S I O N OVERALL SITE PLAN 10 0 5 E A S T H I C K M A N R O A D LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T P3 P3 P3 P1 P1 P1 PICKUP Hy-Vee (Existing) 90,092 SF FFE = 1028.28 Hy-Vee (Expansion) 4,885 SF FFE = 1028.05 PICKUP 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H GENERAL NOTES 1. PROTECT EXISTING STRUCTURES AND ADJACENT PROPERTY DURING CONSTRUCTION. 2. PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 3. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. 4. ALL DIMENSIONS TO BACK-OF-CURB UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE FIELD VERIFIED. 5. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. 6. FINISH GRADES SHOWN ARE TO TOP OF PAVING, SIDEWALKS, OR FINISH GRADE. 7. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS TO BE COORDINATED WITH AND APPROVED BY THE OWNER. PAVEMENT SPECIFICATIONS CONCRETE: 1. CONCRETE MIX BY UNIT VOLUME: TYPE IP BLENDED CEMENT:10.6% POTABLE WATER:13.3% AIR ENTRAINMENT:06.0% FINE AGGREGATE (<=3 8")31.5% COURSE AGGREGATE (3 4" - 1.0")38.6% A. MAXIMUM SUBSTITUTION OF FLY ASH SHALL BE 15%. FLY ASH SHALL CONFORM TO ASTM C618 CLASS C. B. MAXIMUM SLUMP USING SLIP-FORM PLACEMENT IS 1 1 2". MAXIMUM SLUMP USING OTHER PLACEMENT METHODS IS 4". C. AGGREGATE SHALL BE CLEAN SAND AND CLEAN CRUSHED STONE OR CLEAN GRAVEL FOR HIGH DURABILITY. 2. INSTALL ROADS, PARKING SURFACES, SIDEWALKS AND CURBS WHERE INDICATED ON PLAN. CONCRETE STRENGTH SHALL BE 4,000 PSI @ 28 DAYS. 3. FOR CONCRETE PAVEMENTS, PROVIDE CONTROL JOINTS AT 12'-0" OVER CENTER EACH WAY MAXIMUM UNLESS NOTED OTHERWISE ON PLAN. 4. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301 AND ACI 318. CONFORM TO ACI305 DURING HOT WEATHER AND AC0 306.1 DURING COLD WEATHER. 5. CONCRETE FINISH: MEDIUM BROOM PERPENDICULAR TO THE PATH OF TRAVEL. 6. CONCRETE CURING AGENT: RESIN BASED, MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C309, TYPE 1. 7. CONCRETE SIDEWALK JOINT SEALENT: SELF-LEVELING POLYURETHANE GUN GRADE SEALANT, COLOR: GRAY. 8. CONCRETE ROADS, PARKING LOT, AND CURB JOINT SEALANT: HOT POURED JOINT SEALANT COMPOSED OF PETROPOLYMERS MEETING REQUIREMENTS OF ASTM D 3405. FILL JOINTS FULL. DO NOT USE BACKER ROD. ASPHALT: 1. TACK COAT: A. PG 66-22 2. APPLY TACK COAT AT .08 GSY RESIDUAL RATE ON CLEAN, DRY SURFACE FREE OF LOOSE PARTICLES PRIOR TO PLACING HMA MIX. 3. HOT MIX ASPHALT. REFER TO IOWA SUDAS SPECIFICATIONS: A. SUBMIT MIX DESIGN FOR APPROVAL B. HMA STANDARDS TRAFFIC (ST) SURFACE: 1 2", PG 58-28H C. MAXIMUM RAP: 20% 4. PLACE THE HMA MIXTURE IN THE NUMBER OF LIFTS REQUIRED TO PRODUCE THE REQUIRED THICKNESS. THE COMPACTED THICKNESS OF THE TOP LIFT SHALL NOT EXCEED 2 INCHES. 5. PLACE SUCCEEDING LIFTS OF HMA AS SOON AS THE PREVIOUS LIFT HAS BEEN COMPACTED. 6. COMPACT EACH LIFT TO 92-96% DENSITY. VERIFY DENSITY BY PROVIDING CORES PER OWNERS TESTING AGENCY. 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C2.1 WA U K E E E X P A N S I O N SITE PLAN 10 0 5 E A S T H I C K M A N R O A D LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 PICKUP PICKUP 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C2.2 WA U K E E E X P A N S I O N DIMENSION PLAN 10 0 5 E A S T H I C K M A N R O A D LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 10 12 10 FFE=1031.25 6,155 SF BUILDING PICKUP PICKUP REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C2.3 WA U K E E E X P A N S I O N VEHICULAR CIRCULATION PLAN: SEMI-TRAILER 10 0 5 E A S T H I C K M A N R O A D 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK N O R T H N O R T H VEHICLE TRACKER PERFORMED WITH 53 FOOT SEMI-TRAILER TURN RADIUS CAPABILITY. FOR INFORMATIONAL PURPOSES ONLY. 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 10 12 10 FFE=1031.25 6,155 SF BUILDING PICKUP PICKUP REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C2.4 WA U K E E E X P A N S I O N VEHICULAR CIRCULATION PLAN: PASSANGER 10 0 5 E A S T H I C K M A N R O A D 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK N O R T H N O R T H VEHICLE TRACKER PERFORMED WITH 3/4 TON CHEVY SUBURBAN TURN RADIUS CAPABILITY. FOR INFORMATIONAL PURPOSES ONLY. PICKUP PICKUP 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 PRIVATE DRIVE 1026.12 1027.87 M.E.1027.85 M.E. 1028.09 1028.24 M.E. 102 6 102 6 1027 10 2 7 1027 10 2 7 10 2 6 1027 102610251024 1023 1022 1021 1024 1025 1025 1023 1022 1021 3: 1 1024 1023 1022 1021 3: 1 3: 1 3: 1 3: 1 3: 1 10 2 4 102 5 1028 1024 1025 1027.39 M.E. 1026.50 TC 1026.00 GU 1024.83 TC 1024.33 GU 1026.00 TC 1025.50 GU 1025.20 1025.201025.201025.20 1025.20 1025.20 1025.20 1027.71 M.E. 1027.63 M.E. 1028.31 M.E. 1028.16 M.E. 1028.21 TC 1027.71 GU 1028.72 TC 1028.22 GU 1029.04 TC M.E. 1028.54 GU M.E. 1029.92 TC M.E. 1029.42 GU M.E. 1029.40 M.E. 1028.79 M.E. 1028.79 M.E. 1028.61 M.E. 1028.52 M.E. 1030.05 M.E. 1031.21 TC M.E. 1030.71 GU M.E. 1030.42 TC 1029.92 GU 1029.58 M.E. 1029.73 M.E. 1023.78 1024.35 TC OVLF 1023.85 GU 1028 1028 1028 102 7 1027 10 2 8 1027.84 M.E. 1027.91 M.E. 1028.16 M.E. 1028.24 M.E. 1028.03 1028.24 M.E. 1028.28 M.E. FFE 1028.27 1028.27 M.E.1028.27 M.E. 1028.28 M.E. 1028.28 1028.27 1028.17 1028.27 M.E. 1028.12 1028.70 GU 1028.62 GU 1028.87 1028.95 1028.79 1028.00 1027.89 M.E. 1027.87 M.E. 1027.49 M.E. 1027.78 M.E. 1027.74 M.E. 1027.57 M.E. 1027.68 M.E. 1027.64 M.E. 1027.91 M.E. 1028.35 1027.93 M.E. 1028.18 M.E. GU 1028.11 M.E. GU 1029.07 TC 1028.57 GU 1028.99 TC 1028.49 GU 1027.19 1029.07 TC 1028.57 GU 1028.37 1027.83 M.E. 1027.95 M.E. 1027.94 M.E. 1028.70 TC 1028.20 GU 1028.72 TC 1028.22 GU 1028.99 TC 1028.49 GU 1028.73 TC 1028.23 GU 1028.20 M.E. GU 1028.13 M.E. 1028.19 M.E. 1028.28 1028.28 1028.28 FFE 1028.12 TC 1028.12 GU 1027.00 1026.90 1024.38 TC 1023.88 GU 1028 10 2 7 10 2 7 10 2 5 1024 1028 1027 1026 10251024 10 2 5 10261027 1028 1028 10 2 8 10 2 8 10 2 8 1028 1027 1028 10 2 8 1027 1027 1026 1024 1025 1024 1023 10231022 1021 1022 1023 1024 1024 1028.82 M.E. TC 1028.32 M.E. GU 1027.78 M.E. 1024.38 TC 1023.88 GU 1028.201028.15 1028.50 TW 1023.92 BW 1028.28 FFE 1027.72 1028.22 1028.02 1028.05 1027.72 TC 1027.72 GU 1028.12 1023.44 EX 1028.48 1027.90 1027.96 1027.47 TC 1026.97 GU 1026.97 TC 1026.47 GU 1027.50 TC 1027.00 GU 1027.00 TC 1026.50 GU1025.60 TC OVFL 1025.10 GU 1027.26 TC 1026.76 GU 1026.00 TC 1025.50 GU 1026.65 TC 1026.15 GU 1027.98 1028.61 TW 1023.87 BW 1026.53 TW 1023.14 BW 1026.45 TW 1024.24 BW 1025.95 TW 1024.62 BW 1024.70 1024.62 1024.54 1026 1026 1023.42 1023.37 1026.43 1026.82 1025 1023 102 7 1025.20 TC 1024.70 GU 1024.62 10 2 9 1028.27 M.E. 1027.77 1028.07 1028.05 1027.77 1028.02 TC 1028.02 GU 1028.12 1027.74 1028.36 TC 1027.86 GU 1028.25 TC 1027.75 GU 1027.79 1027.91 M.E. 1028.30 TC 1027.80 GU M.E. 1028.20 TC 1027.70 GU 1028.34 TC 1027.84 GU 1028.25 TC 1027.75 GU 1028.36 TC 1027.86 GU 1027.65 M.E. 1027.65 M.E. 1027.66 M.E. 1028.26 TC 1027.76GU 1028.36 TC 1027.86 GU 1028.28 TC 1027.78 GU 1028.30 TC 1027.80 GU 1028.30 TC 1027.80 GU 1028.25 TC 1027.75 GU M.E.1028.28 TC 1027.78 GU 1028.30 TC 1027.80 GU 1028.17 TC 1027.67 GU 1028.40 TC 1027.90 GU 1028.40 TC 1027.90 GU 1028.32 TC 1027.82 GU 1027.80 TC 1027.30 GU 1028.33 TC 1027.83 GU 1027.84 TC 1027.34 GU 1027.61 M.E. 1027.73 M.E. 1027.67 M.E. 1027.70 M.E. 1027.64 M.E. 1027.55 M.E. 1028.17 1027.89 1028.17 1027.89 1028.17 1027.89 1027.65 M.E. EX 1027.07EX 1027.16 EX1027.15 1028.28 FFE 1028.28 1028.20 1028.28 1028.20 TC 1027.70 GU 1027.50 TC 1027.00 GU 102 7 10 2 8 1028 1026.50 TC 1026.00 GU 1026.00 TC 1025.50 GU 1026 1026.20 1027.641027.12 1027.461027.07 1026.86 1026.92 1026.58 1027.50 TC 1027.00 GU 1028.50 TC 1028.00 GU 1028.00 TC 1027.50 GU 1028.50 TC 1028.00 GU 1027.50 TC 1027.00 GU 1028.20 TC 1028.70 GU 1029.05 TC 1028.55 GU 1028.87 1027.00 TC 1026.50 GU 1028.00 TC 1027.50 GU 1027.00 TC 1026.50 GU 1026.93 TC 1026.43 GU 102 9 1027.96 M.E. 1027.95 M.E. 1028.82 TC 1028.32 GU 1028.80 TC 1028.30 GU 1028.50 TC 1028.00 GU 1027.50 TC 1027.00 GU 1028.00 TC 1027.50 GU 102 8 1027.00 TC 1026.50 GU 1025.50 TC 1025.00 GU 1028.28 FFE 1028.20 1028.28 1026.00 TC 1025.50 GU 1025.54 TC 1025.04 GU 1027.00 TC OVFL 1026.50 GU 1026.50 TC 1026.00 GU 1025.00 TC 1024.50 GU 1028.05 M.E. 1027.98 M.E. 1028.45 TC 1027.93 GU1028.50 TC 1028.00 GU 1029.98 M.E. 1030.50 TC 1030.00 GU 1029.98 M.E. 1029.83 M.E. 1029.00 M.E. 1029.14 M.E. 1030.90 M.E. 1029.62 M.E. 1029.50 M.E. 1029.35 M.E. 1029.18 M.E. 1028.63 M.E. 1028.81 M.E. 1028.64 M.E. 1027.74 M.E. 1027.80 M.E. 1029.44 M.E. 1029.34 M.E. 1029.20 M.E. 1029.08 M.E. 1028.94 M.E. 1028.79 M.E. 1028.90 M.E. 1029.05 M.E. 1029.17 M.E. 1029.29 M.E. 1029.66 M.E. 1029.24 M.E. 1028.98 M.E. 1028.90 M.E. 1029.20 M.E. 1028.58 M.E.1028.62 M.E. 1028.22 M.E. 1028.64 M.E. 1028.26 M.E. 1028.28 M.E. 1028.31 M.E. 1027.87 M.E. 1027.70 M.E. 1027.64 M.E. 1027.68 M.E. 1030.75 M.E. 1029.81 1029.30 1029.49 1029.18 1027.84 M.E. 1024.74 M.E.1023.88 1028.24 M.E. 1028.23 M.E. 1028.22 M.E. 1028.18 M.E. 1028.03 M.E. 1027.87 M.E. 1027.96 1028.01 1028.12 M.E. 1027.93 1028.00 1028.03 1028.09 1028.19 1030.62 TC M.E. 1030.12 GU M.E. 1031.07 TC 1030.57 GU 1030.59 TC 1030.09 GU 1029.67.75 M.E. 1029.03 1028.92 1029.87 1030.00 1029.65 1029.50 1029.33 1029.15 1028.96 1028.78 1028.61 TC 1028.11 GU EX1024.85 EX 1026.88 EX1031.47 1031.99 TC M.E. 1031.49 GU M.E. 1031.64 M.E. 1032.77 TC M.E. 1032.27 GU M.E. 1031.33 M.E.EX1029.26 EX1028.37 1028.20 1028.20 1027.17 TC 1026.67 GU 1028.96 TC 1028.46 GU 1. 5 % 1. 6 % 1. 6 % 1.6% 1025.50 TC 1025.00 GU 1025.28 TC 1024.78 GU 1026.18 TC 1025.68 GU 1027.89 1027.85 0.0% 0.0% GRADING NOTES 1. STRIP TOPSOIL (MIN.8") FROM ENTIRE SITE AND STOCKPILE IN AREA DESIGNATED BY OWNER. TOPSOIL TO BE REUSED AS TOP DRESSINGS ON ALL UNSURFACED AREAS UPON COMPLETION OF THE ROUGH GRADING. TOP DRESSING SHALL BE A MINIMUM UNIFORM THICKNESS OF 8". 2. PROVIDE AND MAINTAIN EROSION CONTROL DEVICES WHERE SHOWN ON PLANS. DEVICES TO REMAIN IN PLACE UNTIL PAVEMENT AND INTAKES ARE CONSTRUCTED AND UNTIL A LAWN IS ESTABLISHED. 3. IN AREAS TO RECEIVE ADDITIONAL FILL OVER EXISTING FILL MATERIALS, REMOVE TOP 12" OF MATERIAL AND SCARIFY AND RECOMPACT THE NEXT 9" OF RESULTING SUBGRADE. COMPACT TO 95% STANDARD PROCTOR DENSITY. SUBSEQUENT FILL TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THE FINAL 1.0' OF FILL TO BE COMPACTED TO 98% STANDARD PROCTOR. 4. SCARIFY AND RECOMPACT THE TOP 9" OF SUBGRADE IN ALL CUT AREAS AFTER ROUGH GRADING IS COMPLETED. COMPACT THE ENTIRE PAVING AND BUILDING SUBGRADE TO 95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THE FINAL 1.0' OF FILL TO BE COMPACTED TO 98% STANDARD PROCTOR. 5. PROVIDE MINIMUM OF 1.0' OF COMPACTED NON-EXPANSIVE COHESIVE SOIL BENEATH ALL PAVEMENTS. 6. ALL FILL AND BACKFILL MATERIALS SHALL BE APPROVED BY THE SOILS ENGINEER. PLACE ALL FILLS IN LIFTS OF NINE INCHES OR LESS LOOSE THICKNESS. ALL FILL SHALL BE PLACED BETWEEN 1% BELOW AND 4% ABOVE OPTIMUM MOISTURE CONTENT. 7. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENT OR TO TOP OF TOPSOIL. SEE BUILDING PLANS AND CONSTRUCTION DETAILS FOR FINISHED SUBGRADE BELOW FINISHED FLOOR AND PAVEMENT SECTIONS. 8. SCARIFY SUBGRADE TO DEPTH OF 3" WHERE TOPSOIL IS SCHEDULED. SCARIFY IN AREAS WHERE EQUIPMENT USED FOR HAULING AND SPREADING TOPSOIL HAS CAUSED COMPACTED SUBSOIL. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION, BOTH PUBLIC AND PRIVATE. 10. SPOT ELEVATIONS ARE SHOWN AT TOP OF FINISH GRADE, ADD 6" TO ELEVATIONS IN PAVED AREAS TO FIND TOP OF CURB ELEVATIONS. 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C3.0 WA U K E E E X P A N S I O N GRADING PLAN 10 0 5 E A S T H I C K M A N R O A D LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK CONTOUR LINE SPOT ELEVATION CURB ELEVATION / GUTTER ELEVATION FLOWLINE SLOPE PERCENT 100 100.00 100.50 TC 100.00 GU 1.0% PICKUP PICKUP 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 PRIVATE DRIVE X X X X X X X X X X X X X X X X X X X X X X X X 102 6 1027 10 2 7 1027 10 2 7 10 2 6 1027 102610251024 1023 1022 1021 1024 1025 1025 1023 1022 1021 3: 1 1024 1023 1022 1021 3: 1 3: 1 3: 1 3: 1 3: 1 10 2 4 102 5 1028 1024 1025 1028 1028 1028 102 7 1027 10 2 8 1026 1026 1025 1023 102 7 10 2 9 102 7 10 2 8 1028 1026 102 9 102 8 X X X X X X X X X 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H EROSION CONTROL NOTES 1. THIS EROSION CONTROL PLAN IS PART OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THAT HAS BEEN ISSUED WITH THE CONSTRUCTION DOCUMENTS. A SWPPP IS REQUIRED AS PART OF THE GENERAL NPDES PERMIT. THE PERMIT IS INCLUDED IN THE SWPPP. A SWPPP IS A LIVING DOCUMENT THAT NEEDS TO BE UPDATED ON A REGULAR BASIS TO MONITOR THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES IMPLEMENTED ON THE SITE FOR THE DURATION OF THE PROJECT. 2. DISTURB THE LEAST AREA POSSIBLE TO COMPLETE THE SCOPE OF THE PROJECT. 3. ALL SEDIMENT AND EROSION CONTROL PRACTICES WILL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS BY RESPONSIBLE PERSONNEL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE BEST MANAGEMENT PRACTICES SHALL BE MADE AS SOON AS PRACTICABLE BUT NO MORE THAN 7 CALENDAR DAYS FOLLOWING INPECTION. 4. INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. INSERT COPIES OF THE INSPECTION FORMS INTO THE ONSITE SWPPP AND SEND A COPY TO HY-VEE. 5. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATION OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. 6. SOIL STABILIZATION SCHEDULE TEMPORARY SEEDING WITH OATS - 2 TO 3 BUSHELS PER ACRE - AND MULCH ALL SLOPES 4:1 AND STEEPER WILL BE INITIATED ON ALL DISTURBED AREAS IMMEDIATELY WHERE CONSTRUCTION ACTIVITY WILL NOT OCCUR FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. THIS SEQUENCE SHALL REPEAT AS GROUND COVER IS REMOVED BY SUBSEQUENT CONSTRUCTION ACTIVITY. 7. GENERAL CONTRACTOR SHALL IMPLEMENT ALL POLLUTION PLAN ACTIVITY WITH THE ASSISTANCE OF THE UTILITY SUBCONTRACTORS, BUILDING CONTRACTORS AND SUPPLIERS. 8. APPLY FREQUENT LIGHT WATERING TO GROUND SURFACE, AS REQUIRED TO CONTROL DUST. 9. UPON COMPLETION AT CONSTRUCTION, SOD ALL DISTURBED AREAS PER PROJECT SPECIFICATIONS. 10. MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTORS. CLEANING OF CONTROL DEVICES SHALL BEGIN WHEN THEY HAVE LOST 50% OF THEIR CAPACITY. 11. LOCATION OF SOLID WASTE CONTAINER AND PORTABLE RESTROOM TO BE SPECIFIED BY CONTRACTOR AND UPDATED IN SWPPP. 12. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY AND PRIOR TO A RAIN EVENT. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE IMPLEMENTING AGENCY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT. 14. LIMIT DUST GENERATION BY CLEARING ONLY THOSE AREAS WHERE IMMEDIATE ACTIVITY WILL TAKE PLACE, LEAVING THE REMAINING AREA(S) IN THE ORIGINAL CONDITION, IF STABLE. MAINTAIN THE ORIGINAL GROUND COVER AS LONG AS PRACTICAL. VEGETATE OR MULCH AREAS WITH EXPOSED SOILS THAT WILL NOT RECEIVE VEHICLE TRAFFIC. IN AREAS WHERE PLANTING, MULCHING OR PAVING IS IMPRACTICAL, APPLY GRAVEL OR LANDSCAPING ROCK. ADD SURFACE GRAVEL TO REDUCE THE SOURCE OF DUST EMISSION. LIMIT THE AMOUNT OF FINE PARTICLES (THOSE SMALLER THAN 0.075MM) TO 10 TO 20 PERCENT. SPRINKLE THE SITE WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED TO PREVENT CARRYOUT OF MUD ONTO STREET. USE VACUUM STREET SWEEPERS TO SWEEP UP ANY TRACKED SEDIMENT. REMOVE MUD AND OTHER DIRT PROMPTLY SO IT DOES NOT DRY AND THEN TURN INTO DUST. LIMIT DUST CAUSING WORK ON WINDY DAYS. 15. SAWCUTTING AND GRINDING SLURRY SHALL NOT BE ALLOWED TO ENDTER THE STORM SEWER SYSTEM. SLURRY SHALL BE COLLECTED AND DISPOSED OF PROPERLY. OWNER HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA, 50266 AREA TO BE DISTURBED: 2.34 ac DISCHARGE POINT: STORMWATER WILL BE DISCHARGED TO THE PRAIRIE CROSSING REGIONAL DETENTION BASIN THEN TO AN UNNAMED TRIBUTARY WITH THE ULTIMATE DISCHARGE TO LITTLE WALNUT CREEK LEGEND SILT FENCE FILTER SOCK STABILIZED CONSTRUCTION EXIT INLET PROTECTION EROSION CONTROL SIGNAGE EROSION CONTROL QUANTITIES CONSTRUCTION ENTRANCE 1 SILT FENCE 868 LF CONCRETE WASH 1 TEMPORARY SEEDING(ESTIMATE)1.0 ACRE SOD 36,200 SF INLET PROTECTION 5 EROSION CONTROL SIGNAGE 1 REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C3.1 WA U K E E E X P A N S I O N EROSION & SEDIMENT CONTROL PLAN 10 0 5 E A S T H I C K M A N R O A D PICKUP PICKUP 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 PRIVATE DRIVE P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P S U B P S U B P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P SUB P S U B P S U B 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H UTILITY NOTES 1. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. 2. SITE WORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TO WITHIN 5' OF BUILDING AND CAP FOR CONNECTION BY BUILDING UTILITY CONTRACTOR. COORDINATE ALL INVERT ELEVATIONS AND PIPING LOCATIONS WITH BUILDING PLANS. 3. SEE DETAILS FOR UTILITY TRENCH CONSTRUCTION REQUIREMENTS. GEOTECHNICAL ENGINEER TO OBSERVE UTILITY TRENCH BACKFILL AND COMPACTION PROCEDURES. 4. BUILDING PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTION DEVICE ON WATER LINES ACCORDING TO WATER COMPANY REQUIREMENTS. SEE PLUMBING PLANS. 5. WATER PIPING SHALL BE DUCTILE IRON - AWWA C151 - CLASS 50 MINIMUM OR POLYVINYL CHLORIDE - AWWA C900 - MINIMUM OR IN COMPLIANCE WITH WATER COMPANY REQUIREMENTS. 6. ALL WATER PIPING SHALL HAVE A MINIMUM OF 5'-6" COVER. 7. INSTALL VINYL IDENTIFICATION TAPE AT 2'-0" BELOW FINISH GRADE DIRECTLY ABOVE WATER LINES. 8. INSTALL SINGLE THHN - 12 GA TRACER WIRE WITH WATER PIPING (TAPE TO PIPE). TRACER WIRE TO BE EXTENDED IN CONDUIT TO 1'-0" ABOVE GROUND SURFACE AT FIRE HYDRANTS AND SHALL BE CONNECTED TO A 6'-0" X 1/2" Ø GROUND ROD AT CONNECTION TO MAIN AND AT DEAD ENDS. TRACER WIRE TO EXTEND UP INTO BUILDING AT SERVICE CONNECTIONS. 9. CONTRACTOR TO INSTALL TRANSFORMER PAD AND SECONDARY WIRING. UTILITY COMPANY TO INSTALL PRIMARY WIRING. 10. CONTACT CITY OF WAUKEE ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WATER MAIN WORK. 11. ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS. CONTRACTOR TO NOTIFY CITY PRIOR TO TESTING SO THAT CITY CAN MAKE ARRANGEMENTS TO INSPECT DURING TEST. 12. CONTACT THE CITY OF WAUKEE TO COORDINATE TIE-IN LOCATIONS TO PUBLIC UTILITIES AND TO ARRANGE INSPECTION WITH THE CITY. 13. ALL HYDRANTS SHALL HAVE 5" STORZ FITTING. 14. ALL UTILITIES ARE PRIVATELY OWNED AND MAINTAINED UNLESS NOTED OTHERWISE. 15. CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS ALL APPLY TO THESE PLANS. WATER VALVE STORM SEWER SERVICE FIRE HYDRANT STORM SEWER MANHOLE WATER SERVICE STORM SEWER INTAKE STORM SEWER STRUCTURE FIREWATER SERVICE GAS SERVICE CLEAN OUT COMMUNICATION SERVICE SANITARY SERVICE ELECTRICAL SERVICE SANITARY MANHOLE LEGEND 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C4.0 WA U K E E E X P A N S I O N UTILITY PLAN 10 0 5 E A S T H I C K M A N R O A D C2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2 C2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2 R1R1 R2 R2 R2 W1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 C2 P1 W1A W1A W1A P2 R1 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 10 12 10 FFE=1031.25 6,155 SF BUILDING PICKUP PICKUP W1 W2 S1EX S1EX S1EX S1EXS1EXS1EX S1EX S1EX S1EX S1EX S1EXS2EX S2EX S2EX S1EX S1EX S1EX S1EX S1EX S1EX S1EX W1 W1 S1 S1 S2 S2 S2EX S2EX C1C1C1C1 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.5 0.7 0.8 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.4 1.4 1.3 1.3 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.3 1.6 1.7 1.6 1.6 1.5 1.4 1.2 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.1 1.0 0.9 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.6 0.9 1.7 2.1 2.2 2.1 2.0 1.8 1.6 1.4 1.2 1.2 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.4 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.4 1.2 1.2 1.1 1.2 1.2 1.3 1.4 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.1 2.3 2.9 2.8 2.6 2.4 2.1 1.8 1.5 1.4 1.4 1.5 1.6 1.6 1.5 1.3 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.6 1.4 1.3 1.3 1.4 1.5 1.7 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.3 1.4 1.5 1.7 1.8 1.9 1.9 1.8 1.6 1.5 1.4 1.3 1.3 1.4 1.6 1.8 1.9 1.9 1.8 1.7 1.5 1.4 1.3 1.3 1.3 1.4 1.6 1.7 1.8 1.7 1.6 1.3 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.9 1.5 2.9 3.5 3.1 3.0 2.8 2.3 1.9 1.7 1.6 1.7 1.8 1.9 1.9 1.8 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.8 2.0 2.1 2.1 2.1 1.9 1.7 1.5 1.5 1.6 1.8 2.0 2.2 2.2 2.2 2.2 2.0 1.8 1.6 1.5 1.6 1.8 2.0 2.2 2.2 2.2 2.2 1.9 1.7 1.5 1.5 1.5 1.6 1.9 2.1 2.2 2.1 2.2 2.0 1.8 1.6 1.5 1.4 1.5 1.7 1.9 2.1 2.0 2.0 1.9 1.6 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.1 2.0 3.4 3.9 3.4 3.2 2.9 2.5 2.0 1.8 1.8 1.8 2.0 2.1 2.0 2.0 1.8 1.6 1.3 1.2 1.2 1.2 1.2 1.3 1.4 1.7 1.9 2.1 2.2 2.3 2.2 2.1 1.9 1.7 1.7 1.8 2.0 2.2 2.3 2.4 2.4 2.3 2.2 2.0 1.8 1.7 1.8 2.0 2.2 2.3 2.4 2.4 2.3 2.1 1.9 1.7 1.6 1.7 1.8 2.0 2.2 2.3 2.3 2.3 2.2 2.0 1.8 1.6 1.6 1.7 1.8 2.0 2.1 2.1 2.1 1.9 1.7 1.4 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.2 2.3 3.7 4.1 3.6 3.3 3.1 2.6 2.1 1.9 1.8 1.9 2.0 2.1 2.1 2.0 1.9 1.7 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.7 2.0 2.2 2.2 2.3 2.3 2.1 1.9 1.8 1.7 1.8 2.0 2.3 2.4 2.4 2.5 2.4 2.3 2.1 1.9 1.8 1.9 2.1 2.3 2.4 2.4 2.4 2.3 2.2 2.0 1.8 1.7 1.7 1.9 2.1 2.3 2.4 2.3 2.3 2.2 2.0 1.8 1.7 1.6 1.7 1.9 2.1 2.2 2.2 2.1 2.0 1.7 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.2 2.1 3.5 4.0 3.6 3.4 3.2 2.7 2.2 2.0 1.9 1.9 2.1 2.2 2.1 2.1 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.7 2.0 2.2 2.3 2.3 2.3 2.1 1.9 1.8 1.7 1.8 2.0 2.2 2.5 2.5 2.5 2.5 2.3 2.0 1.8 1.8 1.8 2.0 2.3 2.5 2.5 2.5 2.4 2.2 2.0 1.8 1.7 1.7 1.9 2.1 2.3 2.4 2.4 2.4 2.2 2.0 1.8 1.6 1.6 1.7 1.8 2.0 2.2 2.2 2.1 2.0 1.7 1.3 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.7 3.1 3.8 3.5 3.4 3.2 2.8 2.3 2.0 1.9 1.9 2.0 2.1 2.1 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.8 2.0 2.2 2.2 2.1 2.0 1.9 1.7 1.7 1.8 1.9 2.1 2.3 2.4 2.4 2.3 2.1 2.0 1.8 1.8 1.8 2.0 2.2 2.3 2.4 2.4 2.3 2.1 1.9 1.8 1.7 1.7 1.8 2.0 2.1 2.2 2.3 2.2 2.1 1.9 1.7 1.6 1.6 1.6 1.7 1.9 2.0 2.0 1.9 1.7 1.5 1.2 1.0 0.8 0.7 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.9 1.4 2.7 3.3 3.3 3.2 3.0 2.7 2.3 2.0 1.9 1.8 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.7 1.9 2.1 2.1 2.0 1.9 1.8 1.7 1.7 1.8 1.9 2.0 2.2 2.3 2.3 2.2 2.0 1.9 1.8 1.8 1.8 1.9 2.0 2.2 2.3 2.3 2.2 2.0 1.8 1.7 1.7 1.7 1.7 1.9 2.0 2.1 2.2 2.1 1.9 1.8 1.7 1.6 1.6 1.6 1.7 1.8 1.8 1.9 1.8 1.6 1.3 1.1 1.0 0.8 0.7 0.7 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.8 1.3 2.3 2.8 2.9 2.8 2.8 2.6 2.3 2.0 1.8 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.5 1.6 1.7 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.9 2.0 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.8 1.9 1.9 2.1 2.1 2.1 2.0 1.9 1.8 1.8 1.7 1.8 1.8 1.8 1.9 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.3 2.0 2.4 2.7 2.6 2.6 2.5 2.3 2.0 1.8 1.6 1.6 1.7 1.7 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.5 1.7 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.9 2.0 2.0 2.0 1.9 1.9 1.9 2.0 1.9 1.9 1.9 2.0 2.0 2.0 1.9 1.9 1.8 1.9 1.9 1.9 1.8 1.8 1.8 1.9 1.9 1.8 1.8 1.7 1.8 1.8 1.8 1.7 1.7 1.6 1.7 1.6 1.5 1.4 1.2 1.1 1.0 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.3 2.0 2.3 2.6 2.5 2.5 2.5 2.3 2.0 1.8 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.4 1.5 1.6 1.5 1.6 1.5 1.4 1.4 1.5 1.7 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.9 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.9 1.8 1.8 1.7 1.8 1.8 1.9 1.8 1.7 1.7 1.7 1.6 1.5 1.4 1.2 1.1 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 2.0 2.4 2.6 2.6 2.5 2.5 2.2 2.0 1.8 1.7 1.7 1.7 1.8 1.7 1.5 1.5 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.5 1.6 1.7 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.9 1.9 2.0 2.1 2.1 2.0 1.9 1.9 1.9 1.8 1.9 1.9 1.9 2.0 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.4 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.9 1.5 2.3 2.8 2.9 2.8 2.7 2.5 2.3 2.0 1.8 1.8 1.8 1.9 1.9 1.8 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.7 1.9 2.1 2.1 2.0 1.9 1.8 1.8 1.8 1.8 1.9 2.1 2.2 2.3 2.3 2.2 2.0 1.9 1.8 1.8 1.8 1.9 2.1 2.2 2.3 2.3 2.2 2.0 1.9 1.8 1.7 1.7 1.8 1.8 1.9 2.0 2.1 2.0 1.9 1.8 1.7 1.7 1.6 1.7 1.7 1.8 1.8 1.9 1.8 1.6 1.3 1.1 1.0 0.9 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2.0 3.3 3.6 3.2 3.1 2.8 2.4 2.0 1.9 1.9 2.1 2.3 2.4 2.4 2.4 2.3 2.2 2.0 1.9 1.8 1.7 1.6 1.6 1.6 1.7 1.8 1.9 2.0 1.9 1.8 1.6 1.4 1.3 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.3 1.2 1.2 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.2 1.2 1.3 1.4 1.7 2.0 2.3 2.3 2.4 2.3 2.0 1.6 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.6 2.7 3.2 2.9 2.8 2.6 2.3 2.0 1.9 1.8 1.9 2.0 2.2 2.3 2.3 2.3 2.3 2.2 2.1 1.9 1.7 1.6 1.5 1.5 1.5 1.6 1.7 1.7 1.6 1.5 1.3 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.2 2.1 1.8 1.6 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.3 2.1 2.6 2.5 2.5 2.4 2.2 2.0 1.8 1.8 1.7 1.8 2.0 2.1 2.2 2.4 2.4 2.4 2.3 2.2 1.9 1.7 1.6 1.5 1.4 1.4 1.5 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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1.0 1.1 1.2 1.4 1.7 2.2 3.6 7.1 11.3 12.4 13.0 12.7 13.0 11.8 11.2 8.9 5.0 3.0 0.2 0.3 0.6 0.9 1.3 1.7 2.0 2.3 2.5 2.5 2.1 1.3 0.8 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 2.4 3.5 3.5 3.0 2.8 2.4 2.0 1.6 1.3 1.2 1.1 1.1 1.2 1.4 1.6 1.9 2.5 4.8 12.1 22.5 22.7 25.8 23.6 25.5 22.0 22.2 17.2 7.2 3.0 0.2 0.3 0.6 0.9 1.2 1.6 1.8 1.9 2.1 2.1 1.8 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.8 3.0 3.2 2.8 2.7 2.3 1.9 1.6 1.3 1.2 1.1 1.1 1.3 1.6 1.8 2.1 2.7 4.7 10.5 18.6 19.2 21.5 20.1 21.4 19.0 19.2 15.4 7.5 2.7 0.2 0.3 0.6 0.8 1.1 1.4 1.6 1.7 1.9 1.8 1.6 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.4 2.3 2.7 2.4 2.3 2.0 1.8 1.5 1.3 1.2 1.1 1.3 1.5 1.8 2.0 2.2 2.6 3.6 5.6 8.1 9.0 9.6 9.7 9.8 9.4 8.8 0.2 0.3 0.5 0.8 1.1 1.4 1.5 1.6 1.8 1.7 1.5 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.6 1.2 1.7 2.0 2.0 1.8 1.7 1.6 1.4 1.3 1.2 1.2 1.4 1.7 1.9 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2.7 3.1 3.2 2.3 1.1 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.4 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.9 1.9 2.0 1.9 1.8 1.8 1.7 1.7 1.8 2.0 2.3 2.5 2.6 2.1 0.7 1.0 1.5 2.0 2.5 2.8 3.2 3.6 2.8 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.6 1.8 2.0 2.1 2.1 2.1 2.1 2.1 2.1 2.0 1.9 1.8 1.7 1.7 1.7 1.7 1.9 2.1 2.3 2.6 2.5 0.6 0.9 1.4 2.0 2.5 2.7 3.3 3.8 3.1 1.6 0.9 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.1 1.3 1.6 1.9 2.3 2.6 2.6 2.7 2.6 2.6 2.4 2.1 1.9 1.7 1.6 1.6 1.6 1.6 1.8 2.2 2.6 3.1 2.6 0.6 0.9 1.4 1.9 2.4 2.7 3.2 3.6 2.8 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.3 1.6 2.0 2.5 2.9 3.0 3.0 3.0 2.9 2.6 2.2 1.9 1.7 1.5 1.5 1.5 1.5 1.8 2.3 3.0 4.3 4.5 0.6 0.9 1.3 1.9 2.4 2.6 3.0 3.2 2.3 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.8 1.0 1.3 1.6 2.1 2.6 3.0 3.2 3.2 3.1 3.1 2.7 2.3 1.9 1.6 1.5 1.4 1.4 1.4 1.6 2.2 3.2 5.1 6.5 0.6 0.9 1.3 1.7 2.0 2.3 2.6 2.5 1.8 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.2 1.6 2.1 2.9 3.4 3.7 3.8 3.7 3.4 3.0 2.3 1.8 1.5 1.3 1.3 1.2 1.2 1.4 1.9 2.8 4.2 5.1 0.6 0.8 1.1 1.4 1.6 1.8 2.0 1.8 1.4 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.4 1.8 2.4 3.1 3.6 3.8 3.6 3.2 2.6 2.0 1.5 1.3 1.1 1.1 1.0 1.1 1.2 1.5 2.0 2.7 2.9 0.5 0.7 0.9 1.1 1.2 1.4 1.5 1.3 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.5 1.9 2.4 2.8 2.5 1.9 1.5 1.3 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.6 1.5 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.1 1.0 0.8 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.3 1.4 1.3 1.1 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 0.8 0.1 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.7 0.7 0.8 0.9 0.8 0.8 0.6 0.4 0.2 0.1 0.1 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 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.4 0.1 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.5 0.3 0.2 0.1 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 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.3 0.1 0.1 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 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.2 0.1 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 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 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 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 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 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 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 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 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 0.0 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 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 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 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 0.0 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 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 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 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 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 0.0 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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 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 0.0 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 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 0.0 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 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 0.0 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 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 0.0 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 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 0.0 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 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 0.0 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 0.0 0.0 0.0 0.0 0.0 REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C4.1 WA U K E E E X P A N S I O N PHOTOMETRIC PLAN 10 0 5 E A S T H I C K M A N R O A D 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK N O R T H N O R T H SITE LIGHTING NOTES 1. NOTIFICATION: CONTRACTOR SHALL NOTIFY HY-VEE A MINIMUM OF 60 DAYS PRIOR TO THE ANTICIPATED DATE OF INSTALLATION. 2. MATERIAL: OWNER WILL PURCHASE SITE LIGHTING MATERIALS. THOSE MATERIALS INCLUDE THE FOLLOWING: FIXTURES WITH LAMPS, TENON, POLE, ANCHOR BOLTS AND ANCHOR BOLT TEMPLATE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, AND VERIFYING QUANTITIES AND CONDITIONS OF THESE MATERIALS. INSPECT ALL PACKAGES FOR EXTERIOR DAMAGE BEFORE THE CARRIER LEAVES THE SITE, AND NOTIFY OWNER'S REPRESENTATIVE WITH INFORMATION ON THE SHIPMENT. RETURN A COPY OF THE PACKING LIST TO HY-VEE WITHIN SEVEN DAYS AFTER RECEIPT OF THE MATERIALS WITH NOTES REGARDING ANY DAMAGED GOODS OR THE LACK OF DAMAGE. 3. STORAGE OF MATERIALS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL SITE LIGHTING MATERIALS, AND FOR INSTALLATION OF A FUNCTIONING SYSTEM WHICH MEETS HY-VEE'S APPROVAL. 4. CONDUIT AND WIRE: CONDUIT AND WIRE FOR SITE LIGHTING SHALL BE SIZED BY THE GENERAL CONTRACTOR AND APPROVED BY HY-VEE. 5. TESTING: A MINIMUM OF 30 DAYS BEFORE THE STORE'S GRAND OPENING, THE CONTRACTOR SHALL CONDUCT A 100 HOUR CONSECUTIVE TEST OF THE SITE LIGHTING SYSTEM. THIS IS INTENDED TO EXPOSE BURNED OUT LAMPS OR OTHER PROBLEMS WHILE ELECTRICIANS AND EQUIPMENT ARE STILL ON SITE. HY-VEE SHALL BE NOTIFIED WITH THE RESULTS OF THIS TEST AS SOON AS POSSIBLE SO REPLACEMENT MATERIALS CAN BE OBTAINED IF NECESSARY. 6. WIRING INFORMATION: SEE ELECTRICAL PLANS FOR CIRCUIT AND PANEL ASSIGNMENTS. A WIRING DIAGRAM FOR THE PARKING LOT LIGHTS IS REQUIRED FOR FUTURE REFERENCE. MAKE EDITS ON SITE UTILITY PLAN AND RETURN TO OWNER WITH AS-BUILT NOTES. 7. REFER TO FIXTURE AND POLE BASE DETAIL. LIGHTING SCHEDULE Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 4 C1 Single CANOPY FIXTURE BY OTHER 0.900 18346 125 500 2 S1 Single OPF-M-34L-740-T5W - 30' POLE ON 3' BASE 0.900 32454 196 392 2 S2 Single OPF-M-34L-740-T3M- 30' POLE ON 3' BASE 0.900 32187 196 392 18 S1EX Single OPF-M-34L-740-T5W - EXISTING 30' POLE ON 3' BASE 0.900 32454 196 3528 5 S2EX Single OPF-M-34L-740-T3M- EXISTING 30' POLE ON 3' BASE 0.900 32187 196 980 3 W1 Single LPW-32-12L-730-4 0.900 12322 91.1 273.3 1 W2 Single LPW-7-10-NW-G3-2-8 0.900 1050 9.7 9.7 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 10' P.U.E. BOOK 2008, PAGE 9609 15 ' P U B L I C W A T E R M A I N E A S E M E N T BO O K 2 0 0 8 , P A G E 9 6 0 7 P3 P3 P3 P1 P1 P1 PRIVATE DRIVE 6 GD 16 QB SOD BIORETENTION CELL MIX PICKUP 12 SB PICKUP 9 CA 1 GD 1 GD 3 PO 3 MS 3 NS 1 MS 3 PO 1 MS 1 MS 4 JC 5 JS 4 CA 5 JS 4 CA 3 JS 3 JS 9 RA SOD SOD SOD 3 VO 7 CA 9 SB 1 NS 1 GT 1 GT 1 GT 1 GT 1 GT 1 GT 9 PF SOD SEED MIX 'A' 22 PO LEGEND SOD UNDERSTORY TREE DUG EDGE PERENNIAL SHRUB OVERSTORY TREE PLANT IDENTIFICATION/ QUANTITY 1 ZZ SCREENING AND LANDSCAPE REQUIREMENTS 1. A MINIMUM OF 20% OF THE TOTAL LAND AREA SHALL BE OPEN SPACE TOTAL AREA:653,371 SF (100%) IMPERVIOUS AREA:519,001 SF (74.11%) OPEN SPACE AREA:134,370 SF (25.89%) 2. 1 TREE/1000 SF REQUIRED OPEN SPACE (PROJECT SITE) 27 TREES REQUIRED (134,370 SF*.20/1000) 61 TREES PROVIDED 3. 1 SHRUB/1000 SF REQUIRED OPEN SPACE (PROJECT SITE) 27 SHRUBS REQUIRED (134,370 SF*.20/1000) 44 SHRUBS PROVIDED 4. 30' BUFFER REQUIRED, 2 OVERSTORY, 3 EVERGREEN OR 2 ORNAMENTAL/50 LF 20 OVERSTORY TREES, 30 EVERGREEN TREES REQUIRED (496 LF/30) 16 OVERSTORY TREES, 22 EVERGREEN TREES PROVIDED 03 VO Viburnum opulus 'Nanum'DWARF CRANBERRYBUSH 5 Gal.Cont. 04 JC Juniper chinensis 'Sea-Green'SEA GREEN JUNIPER 5 Gal.Cont. 16 JS Juniper sabina 'Buffalo'BUFFALO JUNIPER 5 Gal.Cont. 09 RA Rhus aromatic 'Gro-Low'GRO-LOW FRAGRANT SUMAC 5 Gal.Cont. 12 SB Spiraea x bumalda 'Goldflame'GOLDFLAME SPIREA 5 Gal.Cont. 17 CA Calamagrostis x acutifolia FEATHER REED GRASS 3 Gal.Cont. 09 SS Schizachyrium scoparium LITTLE BLUE STEM 3 Gal.Cont. QTY ID BOTANICAL NAME COMMON NAME SIZE METHOD 06 GT Gleditsia triacanthos SHADEMASTER HONEYLOCUST 8' Ht.B&B 08 GD Gymnoclades dioicus KENTUCKY COFFEETREE 8' Ht.B&B 04 NS Nyssa sylvatica 'Wild Fire'WILD FIRE SWEETGUM 8' Ht.B&B 16 QB Quercus bicolor SWAMP WHITE OAK 8' Ht.B&B 06 MS Malus 'Spring Snow'SPRING SNOW CRAB 6' Ht.B&B 29 PO Picea omorika SERBIAN SPRUCE 6' Ht.B&B 09 PF Pinus flexilis VANDWOLF'S PYRAMIDAL LIMBER PINE 6' Ht.B&B ORNAMENTAL GRASSES QTY ID COMMON NAME BOTANICAL NAME SIZE METHOD HEIGHT WIDTH 16 CA FEATHER REED GRASS Calamagrostis x acutifolia 'Karl Foerster 3 Gal.Cont.4'-5'2'-3' PERENNIALS 84 HS STELLA d' ORO DAYLILY Hemerocallis 'Stella d' Oro'3 Gal.Cont.18"14"-24" ORNAMENTAL GRASSES QTY ID COMMON NAME BOTANICAL NAME SIZE METHOD HEIGHT WIDTH SPACING 18 PA HAMELN FOUNTAIN GRASS Pennisetum alopecuroides 'Hameln'3 Gal.Cont.2'-3'18"-24"'20" O.C. PERENNIALS 85 SA AUTUMN JOY SEDUM Sedum x 'Autumn Joy'2 Gal.Cont.18"-24"18"-24"18" O.C. REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D C5.0 WA U K E E E X P A N S I O N PLANTING PLAN 10 0 5 E A S T H I C K M A N R O A D LEGEND PROPERTY LINE EASEMENT / SETBACK LINE CONSTRUCTION LIMITS TRAFFIC SIGNAGE BOLLARD LIGHT FIXTURE 7" PCC 6" PCC 4" PCC / SIDEWALK 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H NO MOW FESCUE SEED MIXTURE GRASSES lbs/acre Hard Fescue Festuca longifolia 55 Chewing Fescue Festuca rubra var. commutate 55 Creeping Red Fescue Festuca rubra var. rubra 55 Sheeps Fescue Festuca ovina 55 MIX 'A' COMMON NAME SCIENTIFIC NAME PLS 160 BBS BIG BLUESTEM Andropogon gerardii 1 GAL. CONT.PER PLAN 30 BCG GENTIAN 'BLUE CROSS'Gentiana cruciata 'Blue Cross'4" PLUG 12" O.C. 90 BES BLACK-EYED SUSAN 'GOLDSTRUM Rudbekia fulgida 'Goldstrum'4" PLUG 12" O.C. 30 BFH HYSSOP 'BLUE FORTUNE'Agastache hybrida 'Blue Fortune'4" PLUG 24" O.C. 90 BMW BUTTERFLY MILKWEED Asclepias tuberosa 4" PLUG 12" O.C. 90 GHC GRAY-HEADED CONEFLOWER Ratibida pinnata 4" PLUG 12" O.C. 160 LBS LITTLE BLUESTEM 'BLAZE'Schizachyrium scoparium 'Blaze'1 GAL. CONT.PER PLAN 30 MBC COREOPSIS Coreopsis 4" PLUG 12" O.C. 60 PBS PRAIRIE BLAZING STAR Liatris spicata 4" PLUG 24" O.C. 90 PCF CONEFLOWER 'CHEYENNE SPIRIT'Echinacea purpurea 'Cheyenne Spirit'4" PLUG 12" O.C. 160 PDS PRAIRIE DROPSEED 'TARA'Sporobulus heterolepis 'Tara'1 GAL. CONT.PER PLAN 90 SMW SWAMP MILKWEED Asclepias incarnata 4" PLUG 12" O.C. 30 SSF SUMMER SUN FALSE SUNFLOWER Heliopsis helianthoides 4" PLUG 24" O.C. 160 SSG SWITCHGRASS 'SHENANDOAH'Panicum virgatum 'Shenandoah'1 GAL. CONT.PER PLAN 30 YRW YARROW 'BALVINRED'Achillea hybirda 'Balvinred'4" PLUG 12" O.C. 30 YYW YARROW 'MOONSHINE' Achillea hybirda 'Moonshine' 4" PLUG 12" O.C. QTY ID COMMON NAME SCIENTIFIC NAME SIZE SPACING CO N T A I N E R & P L U G PL A N T I N G S BIORETENTION CELL MIX GRAPHIC SYMBOLS SUPERSEDE WRITTEN QUANTITIES WHERE DISCREPANCIES OCCUR. H.P.A A COMPACTED TOPSOIL 3 4" TO 1-1/2" Ø CLEAN STONE PAVEMENT AS SPECIFIED PCC CURB AND GUTTER AIR AND WATER PERMEABLE FABRIC 5:1 TOPSOIL TO COMPOST MIX 3" MULCH TREE AS SPECIFIED, CENTER IN ISLAND, TYP SECTION A-A ELEVATION PLAN PLANT WITH ROOT BALL AT FINISHED GRADE FINISH GRADE UNDISTURBED SOIL EXISTING SOIL PLANT ROOT BALL AT GRADE. SPREAD OUTER LAYER OF ROOTS AWAY FROM ROOT BALL NOTES: 1. PRUNE ALL DEAD AND DAMAGED BRANCHES. 2. REMOVE ENTIRE CONTAINER FROM CONTAINER GROWN PLANTS. 3. REMOVE 1 3 OF THE CAGE AND BURLAP FROM BALLED AND BURLAPPED PLANTS. 4. SHAVE OFF CIRCLING ROOTS WITH PRUNING SAW PRIOR TO PLANTING. 5. PLANTING PIT TO BE 1.5X ROOTBALL DIAMETER. PRUNE ALL DEAD OR DAMAGED BRANCHES 3" DEPTH HARDWOOD MULCH 3" BERM COMPACTED TOPSOIL EXISTING GRADE METAL FENCE POSTS, SPACE A MINIMUM OF 5' APART AT DRIP LINE ORANGE MESH CONSTRUCTION FENCING OUTLINE OF TREE CROWN EDGE OF DRIP LINE CORRESPONDS WITH ROOF SPREAD DR I P L I N E DR I P L I N E SEE PLANTING PLAN FOR SPECIES SCARIFY SUBGRADE TO 2" DEPTH UNDISTURBED SOIL OR COMPACTED SUBGRADE TOPSOIL SOD CUTTING SOD AS SPECIFIED, SEE PLANTING PLAN DO NOT CUT OR DAMAGE LEADER PROVIDE A 6" PERFORATED DRAIN TILE WITH FILTER SOCK FILLED WITH CLEAN PEA GRAVEL IF SOIL FAILS A 12 HR PERK TEST UNDISTURBED SOIL EXISTING TOPSOIL SCARIFY SIDES OF PLANTING PIT TO 2" DEPTH PRUNE ALL DEAD OR DAMAGED BRANCHES FINISH GRADE UNDISTURBED SOIL OR COMPACTED SUBGRADE 3" DEPTH HARDWOOD MULCH FIND TOP OF FIRST ROOT IN ROOTBALL AND REMOVE SOIL FROM ABOVE. PLANT SO THAT TOP OF FIRST ROOT IS AT GRADE. 3" BERM REMOVE TOP 1 3 OF CAGE AND BURLAP AND ALL TWINE/CORDS AFTER PLANTING PLANTING PIT TO BE 1.5x ROOTBALL DIAMETER (85)-SA (18)-PA TREE AS SHOWN ON PLAN NOTE: NO PLANT SUBSTITUTIONS WITHOUT HY-VEE APPROVAL CL (16)-CA (84)-HS CL NOTE: NO PLANT SUBSTITUTIONS WITHOUT HY-VEE APPROVAL HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE LANDSCAPE ISLAND PLANTING DETAIL, TYP SCALE: NTS SHRUB PLANTING DETAIL SCALE: NTS PARKING LOT EDGE PLANTING DETAIL SCALE:3/8''=1'-0'' TREE PROTECTION DETAIL, TYP SCALE: NTS TURF PROFILE SCALE: 3/8 "=1'-0" ISSUE DATE ISSUE DATE ISSUE DATEISSUE DATE ISSUE DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE TREE PLANTING DETAIL, TYP SCALE: NTS ISSUE DATE REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS PLANTING C5.1HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D TYPE TWO PARKING ISLAND DETAIL SCALE: 3/16'' = 1'-0" REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE TYPE THREE PARKING ISLAND DETAIL SCALE: 3/16'' = 1'-0" ISSUE DATE ISSUE DATE GENERAL NOTES 1. ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BE COMPLETED PRIOR TO GRAND OPENING. 2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-LATEST ADDITION). 3. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF HY-VEE, INC. 4. THE CONTRACTOR SHALL VERIFY LOCATION AND PROTECT ALL UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITIES 5. PLANT MATERIAL QUANTITIES ARE FOR CONTRACTORS' CONVENIENCE. DRAWINGS SHALL GOVERN. 6. SEE THE GRADING, UTILITY, AND SITE PLANS FOR ADDITIONAL INFORMATION. 7. PROVIDE A ONE-YEAR WARRANTY ON ALL TREES, SHRUBS AND PERENNIALS. SOIL PREPARATION: 1. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE SHALL BE BETWEEN 5.4 AND 7.0. 2. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. 3. SCARIFY SUBSOIL TO DEPTH OF 2" PRIOR TO PLACING TOPSOIL. 4. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 8". TOPSOIL PLACEMENT SHALL TAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREE OF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADING PLANS. 5. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. SEEDING: 1. SUBMIT SEED MIXES, FERTILIZER, AND MULCH DATA TO OWNER'S REPRESENTATIVE. 2. SEED MIXTURE SHALL BE 90% TURF TYPE TALL FESCUE AND 10% TURF TYPE PERENNIAL RYEGRASS. 3. FERTILIZER FOR SEEDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLE POTASH 10%. 4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF. 5. APPLY SEED AT RATE OF 10LBS/1000 SF EVENLY IN TWO DIRECTIONS. 6. MULCH SEEDED AREAS IMMEDIATELY AFTER SOWING WITH STRAW OR A BIODEGRADABLE MATTING WITH OPEN WEAVE 7. WATER NEWLY SEEDED AREAS SO THAT SOIL IS SATURATED TO DEPTH OF TOPSOIL. 8. HYDROSEEDING: FERTILIZER, MULCH, AND SEED SLURRY SHALL BE APPLIED WITH A HYDRAULIC SEEDER AT A RATE OF 2,000LBS/ACRE, EVENLY. 9. SEEDED AREAS WILL BE ACCEPTED WHEN GRASS IS WELL ESTABLISHED AND EXHIBITS VIGOROUS GROWING CONDITIONS WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR IS RESPONSIBLE FOR WATERING SEED UNTIL ACCEPTED. SOD: 1. SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTS CONTAINING NO MORE THAN 5 WEEDS PER 1000 SF. 2. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS, 30% FINE FESCUES 3. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLE POTASH 10%. 4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TO PLACING SOD. 5. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SOD IMMEDIATELY UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OR OVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IF TEMPERATURE IS BELOW FREEZING. 6. ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLL BEFORE THE FIRST WATERING. 7. SOD WILL BE ACCEPTED WHEN IT IS WELL ESTABLISHED AND SHOWS VIGOROUS GROWTH WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR IS RESPONSIBLE FOR WATERING AND REPLACING SOD AS NEEDED UNTIL ACCEPTED. PLANTING: 1. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALL ERECT 4' CONSTRUCTION FENCE AROUND PERIMETER OF TREES AT THE DRIP LINE. CONTRACTOR SHALL NOT STORE MATERIALS OR ALLOW VEHICLES TO ACCESS OR PARK INSIDE DRIP LINES. 2. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES DROP BELOW 35° F. OR RISE ABOVE 90° F. DO NOT INSTALL PLANTS WHEN WIND VELOCITIES EXCEED 30 MPH. 3. DAMAGED OR DEFICIENT PLANTS WILL BE REJECTED. 4. TREES WILL HAVE A REASONABLY STRAIGHT TRUNK AND SINGLE LEADER. 5. SOIL AMENDMENTS SHALL BE TOPSOIL OR COMPOST. COMPOST: DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER DERIVED FROM AGRICULTURAL, FOOD, INDUSTRIAL RESIDUALS, BIOSOLIDS, OR YARD TRIMMINGS. COMPOST WILL BE FREE OF LARGE PARTICLES AND WILL POSSESS NO OBJECTIONABLE ODOR, NOR RESEMBLE THE MATERIAL FROM WHICH IT WAS DERIVED 6. MULCH: COMPOSTED, SHREDDED HARDWOOD BARK, DARK BROWN IN COLOR. 7. FILL PLANTING PITS WITH WATER TO DETERMINE DRAINAGE. IF WATER REMAINS IN HOLE AFTER 24 HOURS, INSTALL FRENCH DRAIN AS SHOWN IN DETAILS TO INSURE PROPER DRAINAGE. 8. INITIAL ACCEPTANCE: UPON COMPLETION OF PLANTING, OWNER'S REPRESENTATIVE WILL REVIEW WORK AND TAKE INITIAL ACCEPTANCE OF WORK UPON CORRECTION OF ANY NOTED DEFICIENCIES. IRRIGATION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FURNISHING ALL LABOR, MATERIALS, ACCESSORIES, EQUIPMENT AND OPERATIONS NECESSARY FOR INSTALLATION OF IRRIGATION SYSTEM. 2. CONTRACTOR TO SUBMIT IRRIGATION SYSTEM DESIGN AND COMPONENT CUT SHEETS TO HY-VEE FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY APPROVALS, PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCAL, MUNICIPAL, AND STATE JURISDICTIONS. 4. SYSTEM SHALL BE ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM WITH PRESSURE BLOW-OUT DRAIN AS MANUFACTURED BY RAIN BIRD MANUFACTURING CORP. OR THE TORO COMPANY. SUBSTITUTIONS SUBJECT TO OWNER REVIEW AND APPROVAL. 5. AREAS TO BE IRRIGATED INCLUDE ALL SPACE INDICATED AS "SOD" ON THE PLANTING PLAN AND INCLUDE PARKING LOT ISLANDS, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE IRRIGATED VIA DRIP TYPE IRRIGATION. MATERIALS PIPING: 1.1.PVC PIPE: ASTM D2241, 200 PSI PRESSURE RATED UPSTREAM FROM CONTROLS, 160 PSI DOWNSTREAM. 1.2.COPPER PIPE: ASTM B42 REGULAR 1.3.FITTINGS TO MATCH PIPE SIZE AND STYLE 1.4.SOLVENT CEMENT: ASTM D2564 FOR PVC PIPE AND FITTINGS 1.5.SOLDER AND FLUX: ASTM B32 TYPE 95TA SOLDER, PASTE 1.6.SLEEVE MATERIAL: PVC 1.7.OUTLETS: BRASS CONSTRUCTION 1.8.ROTARY TYPE SPRINKLER HEAD: POP-UP TYPE WITH SCREENS; FULLY ADJUSTABLE FOR FLOW AND PRESSURE 1.9.SPRAY TYPE SPRINKLER HEAD: POP-UP HEAD WITH FULL CIRCLE 1.10.EMITTER: ADJUSTABLE OUTLET, NON-CLOGGING 1.11.BUBBLER: ADJUSTABLE OUTLET 1.12.QUICK COUPLER 2. MANUAL VALVES: 1.1.GATE VALVES: BRONZE CONSTRUCTION, INSIDE SCREW WITH THREADED ENDS. 1.2.BACKFLOW PREVENTERS: BRONZE BODY CONSTRUCTION, DOUBLE CHECK VALVE TYPE. 3. CONTROLS AND CONTROL VALVES: 1.1.CONTROLLER: AUTOMATIC CONTROLLER, MICROPROCESSOR SOLID STATE CONTROL WITH VISIBLE READOUT DISPLAY, TEMPORARY OVERRIDE FEATURE TO BYPASS CYCLE, TIMER FOR MULTIPLE STATION SYSTEM, PROGRAMMABLE FOR QUARTER HOUR INCREMENTS, WITH AUTOMATIC START AND SHUTDOWN, RAIN SENSOR CAPABLE OF TURNING OFF THE IRRIGATION SYSTEM IF ADEQUATE RAINFALL IS RECEIVED. 1.2.CONTROLLER HOUSING: NEMA 250 TYPE 3; WEATHERPROOF, WATERTIGHT, WITH LOCKABLE ACCESS DOOR. 1.3.VALVES: ELECTRIC SOLENOID NORMALLY CLOSED; HYDRAULIC TUBING, WIRING, INCLUDING REQUIRED FITTINGS AND ACCESSORIES 1.4.WIRE CONDUCTORS: COLOR CODED. COPPER CONDUCTOR, DIRECT BURIAL TYPE. 1.5.PROVIDE RAIN SENSORS. 1.6.DISCONNECT SWITCH: FACTORY MOUNTED DISCONNECT SWITCH IN CONTROL PANEL. EXECUTION 1. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND CONDITIONS PRIOR TO CONSTRUCTION. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN PROPER LOCATION, AND READY FOR USE. 2. COORDINATE LOCATION OF SLEEVES UNDER PAVING TO ACCOMMODATE SYSTEM. 3. ROUTE PIPING TO AVOID PLANTS, GROUND COVER, AND STRUCTURES 4. TRENCH TO ACCOMMODATE GRADE CHANGES AND SLOPE TO DRAINS. KEEP TRENCHES FREE OF DEBRIS AND MATERIAL THAT ARE DAMAGING TO THE PIPE. 5. PROVIDE FOR THERMAL MOVEMENTS OF COMPONENTS IN SYSTEM. 6. USE THREADED NIPPLES FOR RISERS TO EACH OUTLET. 7. PROVIDE 10 INCH EXPANSION COIL AT EACH CONTROL VALVE AND AT 100 FOOT INTERVALS. BURY WIRE BESIDE PIPE. MARK VALVES WITH NEOPRENE VALVE MARKERS CONTAINING LOCKING DEVICE. SET VALVE MARKERS IN 160 PSI PIPE RISERS EXITING FROM TOP OF VALVE TO FINISH GRADE. 8. AFTER PIPING IS INSTALLED AND PRIOR TO INSTALLING OUTLETS AND BACKFILLING, OPEN VALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER. 9. INSTALL 3 INCH SAND COVER OVER PIPING AND PROTECT PIPE FROM DISPLACEMENT. 10. PRIOR TO BACKFILLING, TEST SYSTEM FOR LEAKS FOR WHOLE SYSTEM MAINTAINING 100 PSI PRESSURE FOR ONE HOUR. SYSTEM IS ACCEPTABLE WHEN NO LEAKAGE OR LOSS OF PRESSURE OCCURS AND SYSTEM SELF DRAINS DURING TEST PERIOD. 11. ADJUST CONTROL SYSTEM TO ACHIEVE TIME CYCLES REQUIRED TO ESTABLISH NEWLY INSTALLED PLANTS. 12. ADJUST HEADS FOR FULL WATER COVERAGE OF PLANTED AREAS. 13. INSTRUCT STORE PERSONNEL IN OPERATION AND MAINTENANCE OF SYSTEM, INCLUDING ADJUSTING OF SPRINKLER HEADS. USE OPERATION AND MAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION. 14. FURNISH THE OPERATION AND MAINTENANCE MATERIALS, TWO EXTRA SPRINKLER HEADS OF EACH TYPE AND SIZE, TWO VALVE KEYS FOR MANUAL VALVES, TWO VALVE BOX KEYS, TWO KEYS FOR VALVE MARKERS, AND TWO WRENCHES FOR EACH HEAD CORE AND FOR REMOVING AND INSTALLING EACH HEAD TYPE. 15. PROVIDE ONE COMPLETE SPRING SEASON START UP AND FALL SEASON SHUT DOWN. REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS PLANTING C5.2 BIORETENTION CELL PLANTING PLAN NOTES 1.ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH IN THE LATEST EDITION OF THE "AMERICAN STANDARD NURSERY STOCK" ANSI Z60 PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL DEEPARTMENT OF NATURAL RESOURCES (DNR) STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 3.ALL CONSTRUCTION TESTING TO BE IN ACCORDANCE WITH SUDAS AND IS AT THE EXPENSE OF THE CONTRACTOR. 4.LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN. 5.VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THE PLAN. 6.CONTRACTOR SHALL WARRANTY ALL PLANTS FOR ONE YEAR FROM FAILURE TO THRIVE, DEFECTS, DEATH, AND DISEASE , PER SUDAS SECTION 9030. 7.ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS AND STRUCTURES. 8.APPLY PRE-EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S RECOMMENDED RATE PRIOR TO INSTALLATION OF MULCH. 9.DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS, (i.e. HOLES WHICH , WHEN FILLED WITH WATER, DO NOT COMPLETELY DRAIN WITHIN TWO HOURS.) 10.SEE ENGINEER'S PLAN FOR BIORETENTION CELL DESIGN, SIZING, AND TOPSOIL/MATERIAL PLACEMENT. 11.ALL TURF AREAS/DISTURBED AREAS TO BE SEEDED PER PLANS AND SUDAS SECTION 9010. 12.PRIOR TO PLANTING AND WITHOUT THE USE OF HEAVY EQUIPMENT TO AVOID COMPACTION OF AMENDED SOILS, INSTALL ROLLED EROSION CONTROL PRODUCT (RECP) TYPE 1.B NETLESS BLANKET, CONSISTING OF NATURAL FIBERS, PER CURRENT ADDITION OF SUDAS SECTION 9040, 2.06.B. ALL PLATING OF THE BIORETENTION CELL SHALL BE COMPLETED ONCE THE RECP IS IN PLACE AND SECURELY ANCHORED TO THE GROUND. 13.INSTALL 3-INCH DEPTH SHREDDED HARDWOOD MULCH IN BIORETENTION CELL PLANTING AREA PER SUDAS SECTION 9030. 14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING SITE LANDSCAPING DUE TO NEW CONSTRUCTION INCLUDING, BUT NOT LIMITED TO: ·RE-SODDING/SEEDING OF DAMAGED/DISTURBED TURF GRASS SWALES; ·REPLACEMENT OF DAMAGED/DISTURBED TREES; AND ·RECONNECTION, REPLACEMENT, AND REINSTALLATION OF EXISTING IRRIGATION LINES AND EQUIPMENT THAT ARE BROKEN, INTERRUPTED, AND DEMOLISHED. CONTRACTOR SHALL INSTALL SLEEVING ACROSS NEW ROADWAY(S) AND SIDEWALK(S) TO RECONNECT EXISTING SYSTEM IF NECESSARY. FIELD VERIFY. INSPECT AND REPAIR EROSION REPLACE ANY DEAD OR DISEASED VEGETATION TREAT ALL DISEASED PLANTS NOT TO BE REMOVED WATER PLANT MATERIAL AT END OF EACH DAY FOR 14 CONSECUTIVE DAYS AFTER PLANTING REMOVE ALL VOLUNTEER PLANTS OF INVASIVE SPECIES CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. LANDSCAPE WARRANTIES SHALL APPLY TO BIORETENTION PLANTINGS. MOWING PLANTS TO HEIGHT OF 4-5" DESCRIPTION METHOD FREQUENCY SEASON SOIL PLANTS VISUAL MONTHLY ALL SEE PLANTING SPECIFICATIONS TWICE PER YEAR SPRING SUMMER MECHANICAL OR BY HAND AS NEEDED ALL BY HAND IMMEDIATELY AFTER PROJECT COMPLETION N/A BY HAND MONTHLY ALL BY HAND HELD STRING TRIMMERS MONTHLY 1ST GROWING SEASON ONLY BIORETENTION CELL NOTES 1.SUBMIT MATERIAL CERTIFICATION, INCLUDING MATERIAL TYPE AND GRADATION, FOR ALL STONE AND POROUS BACKFILL. 2.SUBMIT WRITTEN INSTRUCTIONS RECOMMENDING PROCEDURES FOR MAINTENANCE OF SEEDED AREAS. SUBMIT PLUG PLANT LISTS, SIZE AND SOURCING. 3.BIORETENTION CELL SOIL MEDIA: PRIOR TO PLACEMENT, THE CONTRACTOR SHALL SUBMIT A ONE-GALLON COMPOSITE SAMPLE OF EACH TYPE OF AMENDED SOIL MIX TO THE OWNER'S LABORATORY FOR QUALITY ASSURANCE TESTING. 4.COMPLY WITH SUDAS SECTION 4040, 2.06, A FOR TYPE A-2 CLEANOUTS. MATCH DIAMETER OF THE ADJACENT SUBDRAIN. 5.AGGREGATE SUBBASE (1” WASHED ROCK): PROVIDE AGGREGATE COMPLYING WITH IOWA DOT SECTION 4115, GRADATION NO. 3, CLASS 2 DURABILITY CRUSHED STONE (AASHTO M 43/ASTM D 448, SIZE 57) 6.SUBDRAIN: PROVIDE SLOTTED PIPE(S) COMPLYING WITH REQUIREMENTS FOR TYPE 1 SUBDRAIN IN SUDAS SECTION 4040, 2.02, B OR C. PIPE SIZE AS SPECIFIED IN CONTRACT DOCUMENTS, SHOULD MATCH DIAMETER OF PIPE USED FOR SUBDRAIN CLEANOUTS. 7.NONWOVEN GEOTEXTILE FABRIC: COMPLY WITH IOWA DOT ARTICLE 4196.01, B,2 MEETING THE REQUIREMENTS FOR SUBSURFACE DRAINAGE. 8.CHOKER AGGREGATE (WASHED 3/8” ROCK CHIP) COMPLY WITH THE FOLLOWING: 3/8 INCH AGGREGATE COMPLYING WITH IOWA DOT SECTION 4125, GRADATION NO. 21 (AASHTO M 43/ASTM D 448, SIZE 8). 9.MODIFIED SOIL: ·ORGANIC MATERIAL: PROVIDE SUITABLE ORGANIC MATERIAL COMPOSED OF PRODUCTS FROM PLANT MATERIAL SUCH AS: ·COMPOST COMPLYING WITH THE REQUIREMENTS FOR MULCH FOR PNEUMATIC SEEDING IN SUDAS SECTION 9010, 2.07.C. ·FINELY CHIPPED BARK (3/8” DIAMETER OR LESS) ·FINELY SHREDDED, PARTIALLY DECOMPOSED MULCH ·PEAT OR SPHAGNUM PEAT MOSS 10.SAND: PROVIDE CLEAN SAND COMPLYING WITH IOWA DOT SECTION 4110, GRADATION NO. 1. 11.SOIL: PROVIDE SOIL TAKEN FROM THE TOP 6 INCHES OF THE A-HORIZON, HAVE A DARK BROWN TO BLACK COLOR, HAVE A GRANULAR STRUCTURE AND CLAY CONTENT LESS THAN 25% VERIFIED WITH A RIBBON TEST THAT YIELDS NO MORE THAN 1”. 12.MIXTURE: THE TEXTURE OF THE MODIFIED SOIL MIXTURE WILL BE LOAMY SAND OR SANDY LOAM ACCORDING TO THE USDA SOIL CLASSIFICATION SYSTEM, SOIL TEXTURAL TRIANGLE. A LABORATORY ANALYSIS FOR PARTICLE SIZE OR A SIMPLIFIED DISPERSAL METHOD FOR SAND CONTENT ONLY CAN ALSO BE USED TO VERIFY SOIL TEXTURE. THOROUGHLY BLEND ORGANIC MATERIALS, SAND AND SOIL TO PROVIDE A MIXTURE WITH 0-10% SUITABLE ORGANIC MATERIAL, 75-90% SAND AND 0-25% SOIL BY VOLUME. 13.PLANT MATERIALS: SEE L6.1 FOR BIORETENTION CELL BASIN PLANTING SCHEDULE AND NOTES REGARDING SIZE AND SPACING. 14.MULCH: COMPLY WITH THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) STANDARD SPECIFICATIONS DIVISION 9, SECTION 9030 - SECTION 2.02. PROVIDE DOUBLE SHREDDED, HARDWOOD BARK MULCH WITH A 4” MAXIMUM LENGTH COMPLYING WITH THE FOLLOWING: FREE FROM LEAVES, TWIGS, DUST, TOXIC SUBSTANCES, AND ANY OTHER FOREIGN MATERIAL. 15.PRE-INSTALLATION PROTECTION: COMPLETE UPLAND GRADING, UTILITY INSTALLATION, AND OTHER EARTH DISTURBING OPERATIONS PRIOR TO EXCAVATING FOR THE BIORETENTION CELL. 16.PRIOR TO INSTALLING THE BIORETENTION CELL, INSTALL SEDIMENT AND EROSION CONTROL PRACTICES UPSTREAM TO PROTECT THE BIORETENTION CELL FROM SEDIMENT IN STORMWATER RUNOFF. BIORETENTION CELL INSTALLATION 1.COMPLETE ROUGH GRADING ACTIVITIES TO EXCAVATE THE BIORETENTION CELL AREA TO THE LENGTH, WIDTH, AND DEPTH SPECIFIED. DO NOT COMPACT THE BIORETENTION CELL SUBGRADE AND DO NOT OPERATE HEAVY MACHINERY ON THE SUBGRADE. 2.PERFORM TOPSOIL RE-SPREAD, FINE GRADING OPERATIONS, AND SEEDBED PREPARATION AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3.EXCAVATE THE TRENCH FOR THE SUBDRAIN SIMILAR TO SUDAS FIGURE 4040.231 FOR TYPE 1 SUBDRAIN APPLICATION. 4.EXCAVATE ACROSS THE BOTTOM OF THE BIORETENTION CELL FOR PLACEMENT OF THE MODIFIED SOIL LAYER AS SPECIFIED IN THE CONTRACT DOCUMENTS. 5.VERIFY THAT THE BOTTOM OF THE SUBDRAIN TRENCH IS CLEAR OF DEBRIS OR OTHER MATERIAL AND REMAINS AT THE PROPER SUBGRADE ELEVATION TO ALLOW FOR SUBDRAIN INSTALLATION. 6.IF NONWOVEN GEOTEXTILE FABRIC IS SPECIFIED, INSTALL OVER THE BOTTOM OF THE TRENCH AND UP THE SIDES OF THE EXCAVATED AREA WITH ENOUGH MATERIALS TO OVERLAP 18 INCHES OVER THE TOP OF THE AGGREGATE. OVERLAP ADJACENT STRIPS OF FABRIC A MINIMUM OF 6 INCHES. 7.PLACE THE FIRST 2 INCHES OF THE AGGREGATE SUBBASE EVENLY OVER THE BOTTOM OF THE SUBDRAIN TRENCH. DO NOT OPERATE MACHINERY DIRECTLY ON THE EXCAVATED SUBGRADE OF THE MODIFIED SOIL LAYER DURING AGGREGATE SUBBASE OR SUBDRAIN INSTALLATION. 8.INSTALL SUBDRAIN AT THE ELEVATION SPECIFIED IN THE PLAN. INSTALL CLEANOUTS AT LOCATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 9.PLACE REMAINING AGGREGATE SUBBASE LAYER TO THE ELEVATION SPECIFIED IN THE PLANS. 10.F A CHOKER AGGREGATE LAYER IS SPECIFIED IN THE CONTRACT DOCUMENTS, INSTALL OVER STONE AGGREGATE SUBBASE LAYER TO THE DEPTH SPECIFIED. 11.PLACE MODIFIED SOIL IN 8 TO 12 INCH LIFTS TO THE ELEVATION SPECIFIED IN THE PLANS. DO NOT OPERATE HEAVY MACHINERY DIRECTLY ON THE SUBGRADE OF THE MODIFIED SOIL LAYERS DURING PLACEMENT. OVERFILL AREA WITH MODIFIED SOIL BY 5% OF THE SPECIFIED DEPTH TO ALLOW FOR NATURAL SETTLEMENT. 12.AVOID OVER COMPACTION BY ALLOWING TIME FOR NATURAL SETTLEMENT. IF THE PROJECT SCHEDULE DOES NOT ALLOW FOR NATURAL SETTLEMENT OF SOIL AND THE CONTRACT DOCUMENTS REQUIRE COMPACTION BY SOAKING, COMPACT THE FILTER SOIL MATRIX BY SOAKING AS DESCRIBED BELOW: ·APPLY WATER TO UNIFORMLY SATURATE SURFACE BY SPRAYING OR SPRINKLING. ·ENSURE ENTIRE BIORETENTION CELL IS SATURATED. ·ADD MODIFIED SOIL AS REQUIRED TO RESTORE SETTLED SURFACE TO FINISHED ELEVATION. 13.ROUGHEN SURFACE OF SIDE SLOPES THAT ARE 4(H):1(V) OR STEEPER TO REDUCE POTENTIAL FOR RILL EROSION ALONG EQUIPMENT TRACTS. 14.PERFORM STABILIZATION MEASURES AND INSTALL LANDSCAPING (SEED, SOD, NATIVE PLANTS, TREES, SHRUBS, ETC.) AS SPECIFIED IN THE PLANS. 15.INSTALL SIDE SLOPE EROSION AND SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLANS. 16.UNIFORMLY GRADE AND RAKE THE TOP OF THE MODIFIED SOIL LAYER TO A FLAT, SMOOTH, UNIFORM SURFACE. 17.ENSURE GOOD HOUSEKEEPING MEASURES ARE TAKEN THROUGHOUT CONSTRUCTION, UNTIL FINAL ACCEPTANCE OF IMPROVEMENTS BY OWNER, TO PREVENT SEDIMENTATION AND EROSION THAT COULD REDUCE THE EFFECTIVENESS OF THE BIORETENTION CELL. ADDRESS ANY SUCH SEDIMENTATION AND EROSION SHOULD IT OCCUR, UNTIL FINAL ACCEPTANCE. 18.DO NOT STORE MATERIALS OR OPERATE HEAVY EQUIPMENT WITHIN OR NEAR THE FOOTPRINT OF THE BIORETENTION CELL PRACTICE AFTER INSTALLATION HAS BEEN COMPLETED. BIORETENTION CELL MAINTENANCE SCHEDULE MI N . PAVEMENT, SEE SITE PLAN FOR PAVING TYPE AND THICKNESS, TYP SONO TUBE, TRIM FLUSH WITH PAVEMENT, TYP SUBGRADE AS SPECIFIED EXPANSION JOINT, TYP CRUSHED AGGREGATE CONCRETE FOOTING 4" Ø BOLLARD SCHEDULE 40 STEEL PIPE FINISH: POWDER COAT BRONZE TYP 6" Ø BOLLARD SEE SITE PLAN, TYP EXPANSION JOINT, TYP CRUSHED AGGREGATE MI N . PAVEMENT, SEE SITE PLAN FOR PAVING TYPE AND THICKNESS, TYP SONO TUBE, TRIM FLUSH WITH PAVEMENT, TYP SUBGRADE AS SPECIFIED CONCRETE FOOTING 6" Ø SCHEDULE 40 STEEL PIPE, FILL WITH CONCRETE AND PAINT 'TRAFFIC YELLOW' , TYP DOME CONCRETE AT TOP OF PIPE FOR POSITIVE DRAINAGE 'VAN ACCESSIBLE' $100 FINE SIGN REQUIRED, VERIFY WITH LOCAL CODES HANDICAPPED PARKING SIGN PER ADA STANDARDS, CENTER IN FRONT OF EACH SPACE 7'-0"x1-1/2" SQUARE STEEL TUBING PAINTED BRONZE EMBEDDED IN BOLLARD CRUSHED AGGREGATE PAVEMENT, SEE SITE PLAN FOR PAVING TYPE AND THICKNESS, TYP SONO TUBE, TRIM FLUSH WITH PAVEMENT, TYP SUBGRADE AS SPECIFIED NO. 3 REBAR ANCHOR AT 1/2" DIA. HOLE EXPANSION JOINT, TYP PCC FOOTING 12"x"18" WHITE ON BLUE BACKGROUND, ORDER FROM: SIGNBOOK@HY-VEE.COM CONTRACTOR TO VERIFY SIGN GRAPHICS AND INSTALLATION WITH STATE AND LOCAL CODES A. 2 SIGNS ON SAME POST, 'HANDICAP PARKING' UPPER AND 'FINE' LOWER B. 'RESERVED PARKING' SINGLE SIGN SIGNS MAY BE MOUNTED ON WALLS WHERE POSSIBLE HANDICAPPED PARKING VEHICLE ID REQUIRED 4" Ø BOLLARD SCHEDULE 40 STEEL PIPE FINISH: POWDER COAT BRONZE 4" PAINTED STRIPE "TRAFFIC YELLOW" WITH SILICA SAND PER SPECIFICATIONS, TYP NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS 10" PAINTED STRIPE "TRAFFIC YELLOW" WITH SILICA SAND PER SPECIFICATIONS, TYP TYP TYP CL CL 4" PAINTED STRIPE, "TRAFFIC YELLOW" WITH SILICA SAND PER SPECIFICTIONS, TYP FACE OF CURB TYP SEE SITE PLAN FOR CURB AND GUTTER LAYOUT BACK OF CURB TYP TY P HANDICAP ACCESSIBLE SIGN, SEE DETAIL THIS PAGE HANDICAP ACCESSIBLE PAVEMENT MARKING, SEE DETAIL THIS PAGE TY P (V E R I F Y W I T H S I T E P L A N S ) RADIUS POINT TYP TYP TYP RADIUS POINT TY P TY P RA D I U S P O I N T TYP TY P L L C C L LCC 12"x"18" WHITE ON BLUE BACKGROUND, ORDER FROM: SIGNBOOK@HY-VEE.COM CONTRACTOR TO VERIFY SIGN GRAPHICS AND INSTALLATION WITH STATE AND LOCAL CODES A. 2 SIGNS ON SAME POST, 'HANDICAP PARKING' UPPER AND 'FINE' LOWER B. 'RESERVED PARKING' SINGLE SIGN SIGNS MAY BE MOUNTED ON WALLS WHERE POSSIBLE HANDICAPPED PARKING VEHICLE ID REQUIRED SIGN TO BE ORDERED FROM: SIGNBOOK@HY-VEE.COM, CENTER IN FRONT OF EACH SPACE ANY TIME ELECTRIC VEHICLE CHARGING STATION SIGNAGE, ORDER FROM: SIGNBOOK@HY-VEE.COM CONTRACTOR TO VERIFY SIGN GRAPHICS AND INSTALLATION WITH STATE AND LOCAL CODES SIGNS MAY BE MOUNTED ON WALLS WHERE POSSIBLE Reserved Parking for new and expecting mothers 12 " x 1 5 " 12 " x 1 5 " 12 " x 1 8 " SUPER HERO PARKING ONLY Veterans, Active Duty, EMT's, Police Force, Fire Fighters PAVEMENT, SEE SITE PLAN FOR PAVING TYPE AND THICKNESS, TYP COMPACTED SUBGRADE, TYP 'VAN ACCESSIBLE' $200 FINE SIGN REQUIRED, VERIFY WITH LOCAL CODES 2" SQUARE, 12 GAUGE STEEL TUBING CONCRETE FOOTING EXPANSION JOINT, TYP 2" REVEAL ABOVE FINISH GRADE, ATTACH POST TO SLEEVE WITH CORNER BOLT, TYP MI N . PE R A D A 2 1 4"x 2 1 4" SQUARE, 12 GAUGE STEEL TUBING INSERT 2" POST INTO 2 1 4" POST, 12" MINIMUM MI N . CL E A R COMPACTED SUBGRADE, TYP SIGNAGE SEE SITE PLAN, TYP CONCRETE FOOTING VE R I F Y W I T H S T A T E A N D LO C A L C O D E S MI N . CL E A R FINISH GRADE SEE SITE PLAN FOR PAVING TYPE AND THICKNESS, TYP 2" SQUARE, 12 GAUGE STEEL TUBING 2" REVEAL ABOVE FINISH GRADE, ATTACH POST TO SLEEVE WITH CORNER BOLT, TYP 2 1 4"x 2 1 4" SQUARE, 12 GAUGE STEEL TUBING INSERT 2" POST INTO 2 1 4" POST, 12" MINIMUM HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SCALE:REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SCALE: 3/8" = 1'-0"REVISION BY DATE TYPE 4B BOLLARD HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONSCALE: 3/8" = 1'-0" TYPE 6Y BOLLARD BY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SCALE: 3/8" = 1'-0"REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SCALE:REVISION BY DATE TYPE 4B HC BOLLARD SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: NTS ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATEISSUE DATEISSUE DATE ISSUE DATE ISSUE DATE PARKING LOT SIGN INSTALLATION HANDICAP PAVEMENT MARKING AND DIRECTIONAL ARROWHANDICAP PARKING AND PERPENDICULAR PAVEMENT STRIPING DIAGONAL PARKING AND PCC ISLAND DETAIL PARKING ISLAND SIGN INSTALLATION REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS CONSTRUCTION C6.0 EXISTING SUBGRADE SCARIFIED AND RECOMPACTED SUBGRADE PCC CONCRETE PCC CONCRETE EXISTING SUBGRADE SCARIFIED AND RECOMPACTED SUBGRADE PCC CONCRETE EXISTING SUBGRADE SCARIFIED AND RECOMPACTED SUBGRADE PCC SIDWALK PCC CONCRETE SEE SITE PLAN FOR THICKNESS #4 x 2'-0" REBAR @ 30" O.C. EXPANSION JOINT, SEE DETAIL 12" COMPACTED SUB BASE, EXTEND 6" BEYOND BACK OF CURB EXISTING SUBGRADE SAW CUT WITH JOINT SEALANT OR CONSTRUCTION JOINT, SEE DETAIL PCC CURB AND GUTTER EXISTING SUBGRADE 12" COMPACTED SUB BASE, EXTEND 6" BEYOND BACK OF CURB 4000 PSI P.C. CONCRETE EXISTING SUBGRADE COMPACTED SUB BASE 4000 PSI P.C. CONCRETE EXPANSION JOINT, TYP 6" UNLESS OTHERWISE NOTED PCC SIDWALK 4" PERFORATED PVC DRAIN TILE W/FILTER SOCK, DRAIN TO STORM ENGINEERING FABRIC SHALL BE CONTECH C-40NW OR GEOTEX 401 OR EQUAL 12" DEPTH CLEAN 3 4" - 11 2" Ø AGGREGATE 1" EXPANSION JOINT PCC SIDEWALK PARKING SLAB BUILDING FACE NOTE: 1. ADDITIONAL ROCK REQUIRED @ STOOPS, SEE STRUCTURAL PLANS 2. AGGREGATE TO BE PLACED BELOW ENTIRE EXTENT PLUS 1 FOOT BEYOND ALL COLORED CONCRETE TIED EXPANSION JOINT SUBGRADE AS SPECIFIED TOP OF TILE SEE STRUCTURAL PLANS FOR FOUNDATION INFORMATION PAINT ARROW OUTLINE USING WATERBORNE TRAFFIC PAINT. COLOR: WHITE PAINT LETTERS SOLID USING WATERBORNE TRAFFIC PAINT. COLOR: WHITE 1 PAINT 4" OUTLINE OF ARROWS USING WATERBORNE TRAFFIC PAINT. COLOR: WHITE PAINT NUMBER USING WATERBORNE TRAFFIC PAINT. COLOR: WHITE FONT: BEBAS NEUE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D 7" CONCRETE PAVING SECTION, TYP SCALE: 1" = 1'-0"REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D 6" CONCRETE PAVING SECTION, TYP SCALE: NTS REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE SIDEWALK CONCRETE PAVING SECTION, TYP SCALE: NTS SCALE: 3/8" = 1'-0" PCC CURB AND GUTTER SCALE: 1" = 1'-0" INTEGRAL CURB AND GUTTER SCALE: 1" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" INTEGRAL SIDEWALK AND GUTTER - PCC SCALE: 1" = 1'-0" ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE PCC FRONT SIDEWALK CROSS SECTION, TYPAISLES ONLINE GROCERY PICKUP MARKING DETAIL LANE MARKING DETAIL REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS CONSTRUCTION C6.1 6" 0"0" 6"6" PCC SIDEWALK HEAVY BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL BACK OF CURB GUTTER TRANSITION CURB IN 6'-0" "TRAFFIC YELLOW " PAINT PER MFR. BY DIAMOND VOGEL (PROD.#-UC-3584) ADJACENT PAVING ADJACENT PAVING PCC SIDEWALK HEAVY BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL BACK OF CURB GUTTER 6"6" TRANSITION CURB IN 6'-0" 0"0" 6"6" "TRAFFIC YELLOW " PAINT PER MFR. BY DIAMOND VOGEL (PROD.#-UC-3584) LANDSCAPE AREA LANDSCAPE AREA FOOTING SEE DETAIL THIS PAGE LIGHT POLE AS SPECIFIED CURB AND GUTTER, TYP REMOVABLE TOP CAP #14 GA. SPLIT REMOVABLE BASE COVER LOCKING NUT, LEVELING NUT 45 DEG CHAMFERED TOP EDGE STEEL PLATED ANCHOR BOLTS TIED TO REBAR CAGE, COORDINATE WITH POLE MANUFACTURER REQUIREMENTS SECTION #4 TIES @ 12" O.C. 8 - #6 REINFORCING BARS SLIGHTLY BEVEL TOP EDGE OF STEEL BASE PLATE CONCRETE PEDESTAL WITH 45° CHAMFERED TOP EDGE TOP VIEW 8 - #6 VERTICAL REBAR EQUALLY SPACED RIGID STEEL CONDUIT AND WIRE COMPACT ANY BACKFILL TO 98% STANDARD PROCTOR DENSITY GRADE BACK PLASTER EXPOSED SURFACE WITH CEMENT PASTE TO ELIMINATE ANY VOIDS OR HONEYCOMB AREAS NON-SHIRNK GROUT GROUND LUG INSIDE POLE POLE MOUNT WGFI AND DATA JUNCTION BOX CONCRETE BASE BY GENERAL CONTRACTOR 1 2" X 8' GROUND ROD WITH CLAMP AND #10 GND WIRE TO BOLT CAGE PARKING SURFACE 1 2" EXPANSION MATERIAL WITH SEALANT POLE BASE SCHEDULE POLE HEIGHT 'A'-(FT) BASE DEPTH CASE 1 'B'-(FT) BASE DEPTH CASE 2 'B'-(FT) BASE DEPTH CASE 3 'B'-(FT) 25 8.0 9.5 10.5 #4 REBAR CLOSED TIES 12" 0.C. VERTICAL STEEL POLE LIGHT FIXTURE, SEE PLAN FOR TYPE CONTRACTION JOINT TIED CONTRACTION JOINT T/2 #4 x24"-8" DEFORMED TIE BAR @ 2'-6" DRILL AND EPOXY BAR IN PLACE SAWCUT AND FILL WITH JOINT SEALER MATERIAL TIED EXPANSION JOINT PREFORMED RESILIENT JOINT MATERIAL SEE DETAIL 'B' 24"-#4 DEFORMED TIE BARS @ 30" O.C. DRILL HOLE 1 8" IN DIAMETER LARGER THAN THE BAR SIZE INTO EXISTING HARDENED PAVEMENT. LENGTH OF DRILLED HOLE SHALL BE 1" LONGER THEN BAR EMBEDMENT NEW PAVEMENTT/4 (MIN)EXISTING PAVEMENT SEE DETAIL 'A' TOP OF PAVEMENT SEALANT 1/2"-3/4" A A JOINT SEALANT MATERIAL 1/8" to 5/16" SAW CUT CRACK OR JOINT LINE 1" JOINT SEALANT MATERIAL BUILDING WALL, LIGHT POLE BASE, CANOPY COLUMN OR SIMILAR SEE DETAIL 'B' EXPANSION JOINT PREFORMED RESILIENT JOINT MATERIAL 1" EXPANSION JOINT SECTION A-A NOT TO SCALE DETAIL A NOT TO SCALE 1/4"+/-1/8" 1 1/4"+/-1/4" DETAIL B NOT TO SCALE JOINT FILLER SEE DETAIL 'A' HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SIDEWALK RAMP SCALE: NTS REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D SIDEWALK RAMP SCALE: NTS REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE LIGHT POLE FOOTING LOCATION AT BACK OF CURB, TYP SCALE: 3/8 = 1'-0" LIGHT FIXTURE POLE MOUNTING, TYP SCALE: 1:40 PAVEMENT JOINT DETAILS (1 OF 2) SCALE: 1'' = 1'-0" PAVEMENT JOINT DETAILS (2 OF 2) SCALE: 1/16 ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS CONSTRUCTION C6.2 D SECTION Water Main Fitting Thrust Block Undisturbed Soil Bearing Surface (See Table) 18" min. TE E S CR O S S E S BE N D S DE A D E N D S Diameter of Pipe, D (inches) MINIMUM BEARING SURFACE (sf) Bends Tees and Dead Ends 4 6 8 10 12 14 16 18 20 24 30 36 1 1 2 3 4 5 7 8 11 15 24 34 1 2 4 6 8 11 14 17 21 31 47 67 2 4 7 11 16 21 27 34 42 60 92 132 4 8 14 21 29 39 50 63 78 111 171 244 3 6 10 15 21 28 36 45 55 78 120 173 11°22°45°90° Minimum surface area based on water pressure of 150 psi and allowable soil pressure of 1,000 psf. EXTEND THRUST BLOCK TO UNDISTURBED SOIL. EXCAVATION INTO TRENCH MAY BE NECESSARY. FORM VERTICAL SURFACES OF POURED CONCRETE THRUST BLOCKS EXCEPT ON BEARING SURFACE. ENCASE ALL FITTING IN POLYETHYLENE WRAP. DO NOT ALLOW CONCRETE TO DIRECTLY CONTACT JOINTS OR FITTING BOLTS. BUILDING WALL, SEE ARCHITECTURAL PLANS 6"x8" METAL DOWNSPOUT, SEE ARCHITECTURAL PLANS OFFSET METAL DOWNSPOUT AS REQUIRED 12"Ø PVC PIPE CAP TO FIT DUCTILE IRON PIPE. CUT RECTANGULAR HOLE FOR METAL DOWNSPOUT. PAINT W/ELASTOMETRIC PAINT TO MATCH DOWNSPOUT ANCHOR TO CONCRETE WALL & PAINT TO MATCH DOWNSPOUT 12"Ø DUCTILE IRON PIPE RISER TO TOP OF CONCRETE FOUNDATION. PAINT TO MATCH METAL DOWNSPOUT TRANSITION COUPLING FROM PVC TO DUCTILE IRON CONCRETE THRUST BLOCK FITTINGS AS NECESSARY TO AVOID FOOTING PVC PIPE & TEE INSTALLED PVC PIPE 12" SEAL JOINT RCP AND VCP PIPE BEDDING Class I Bedding Material CLASS R-2 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 CL A S S I I I R C P CL A S S I V R C P CL A S S V R C P EX T R A S T R E N G T H V C P Pipe Diameter (inches) Class R-2 Bedding 10' 10' 11' 11' 12' 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 15' 16' 16' 18' 23' 30' 29' 28' 28' 27' 26' 25' 25' 25' 24' 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 23' 24' 30' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 6 8 10 12 15 18 21 24 27 30 33 36 39 42 30' 26' 23' 20' 19' 18' 22' 28' 30' 29' 30' 30' 29' 26' Pipe Diameter (inches) Class R-2 Bedding Pipe Diameter (inches) Class R-2 Bedding Pipe Diameter (inches) Class R-2 Bedding OD BEDDING CLASSES Class I Bedding MaterialCLASS F-1 CLASS F-2 CLASS F-3 Class I Bedding Material ALLOWABLE BURY DEPTH PVC PIPE (Bedding Class F-2 or F-3) 30' 30' 30' 30' --- --- --- --- --- --- --- --- --- --- --- Pipe Diameter (inches) 8 10 12 15 18 21 24 27 30 33 36 42 48 54 60 ASTM D 3034 Solid Wall SDR 23.5 SDR 26 SDR 35 28' 28' 28' 28' --- --- --- --- --- --- --- --- --- --- --- 24' 24' 24' 24' --- --- --- --- --- --- --- --- --- --- --- ASTM F 679 Solid Wall SDR 35 --- --- --- --- 24' 24' 24' 24' 24' 24' 24' 24' 24' --- --- ASTM F 949 Corrug. Exterior 24' 24' 24' 24' 24' 24' 24' --- 24' --- 24' --- --- --- --- ASTM F 1803 Closed Profile --- --- --- --- --- 24' 24' 24' 24' --- 24' 24' 24' 24' 24' ASTM D 2680 Composite (Truss Type) 32' 32' 32' 32' --- --- --- --- --- --- --- --- --- --- --- 40' 40' 40' 40' 37' 31' 28' 25' 23' 20' 18' 18' 17' 16' 16' Pipe Diameter (inches) DUCTILE IRON, AWWA C151, CLASS 52 (Bedding Class F-1, F-2 or F-3) 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 Class F-1 Bedding Class F-2 Bedding Class F-3 Bedding 40' 40' 40' 40' 40' 40' 37' 34' 32' 29' 23' 22' 21' 19' 19' 40' 40' 40' 40' 40' 40' 40' 40' 40' 38' 31' 30' 29' 27' 27' Pipe Diameter (inches) HDPPE PIPE (Bedding Class F-2 or F-3) AASHTO M 294 12 15 18 24 30 36 42 48 54 60 8' 9' 9' 9' 9 9' 8' 8' 8' 8' OD OD OD 90° BEND FIRE HYDRANT, TYP TRACER WIRE STATION BREAKAWAY FLANGE FINISH GRADE LOCATION STATION TRACER WIRE THRUST BLOCK 1 SOLID CONCRETE BLOCK ANCHOR PIPE TYPICAL SECTION TYPICAL PLAN PEA GRAVEL OR POROUS BACKFILL LOWEST NOZZLE VALVE BOX GATE VALVE ANCHOR TREE SHOE 1 USE DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS FOR FIRE HYDRANT ASSEMBLY AN ANCHOR TEE. DO NOT COVER DRAIN HOLES OR TRACER WIRE. FIRE HYDRANT ANCHOR PIPE GATE VALVE ANCHOR PIPE ANCHOR TEE FIRE HYDRANT ASSEMBLY ALTERNATE PLAN ANCHOR TEE GATE VALVE FIRE HYDRANT ANCHOR PIPE FIRE HYDRANT ASSEMBLY TYPE 1 APRONS TYPE 2 APRONS F EC MINIMUM BASLOPEDIAM.F E MINIMUM C BASLOPEDIAM. 15'' 18'' 21'' 24'' 27'' 30'' 36''2.5:1 2.5:1 2.5:1 2.5:1 2.4:1 2.3:1 2.4:1 2.4:1 4'' 6'' 9'' 9'' 12'' 15'' 42''2.5:1 21'' 24''2.5:148'' 54''1.8:1 27'' 1.6:160'' 66''1.7:1 30'' 30''1.6:172'' 78''1.8:1 36'' 1.3:184''6'-9'' 7'-6'' 6'-6'' 6'-0'' 5'-0'' 1'-9'' 1'-9'' 2'-3'' 3'-0'' 3'-0''5'-0'' 6'-0'' 5'-3''2'-9'' 2'-0'' 2'-9''5'-3'' 4'-6'' 4'-1 ''2'-0'' 2'-6'' 3'-0 '' 2'-3'' 2'-3'' 2'-0'' 3'-10'' 3'-10'' 6'-1'' 6'-1'' 8'-0'' 8'-0'' 8'-0'' 8'-0''7'-6'' 7'-0'' 6'-6'' 6'-0'' 5'-0'' 4'-4'' 4'-0'' 3'-5'' 3'-0'' 2'-6'' 2'-0'' 8'-0'' 8'-0'' 9'-0'' 9'-6'' 10'-0'' 9'-3'' 8'-3'' 8'-3'' 8'-0'' 12'' 15'' 18'' 21'' 24'' 27'' 30'' 36'' 42'' 48'' 54'' 60'' 66'' 72'' 78'' 84''1.5:1 1.8:1 36'' 24''1.4:1 1.7:1 30'' 1.4:1 1.9:1 2.5:1 24'' 21''2.5:1 2.5:1 15'' 12''2.5:1 2.5:1 2.5:1 2.4:1 9'' 9''2.3:1 2.4:1 6'' 4''2.4:1 2'-0'' 2'-3'' 2'-3'' 3'-0'' 4'-1 '' 4'-6'' 5'-3'' 5'-3'' 6'-0'' 5'-5'' 5'-0'' 6'-0'' 6'-6'' 7'-6'' 1'-9'' 1'-9'' 1'-9'' 2'-3'' 3'-0'' 2'-7'' 2'-0'' 2'-9'' 2'-9'' 2'-0'' 2'-6'' 6'-1'' 8'-0'' 8'-0'' 8'-0'' 8'-3'' 8'-3'' 9'-3''9'-6'' 10'-0'' 9'-0'' 8'-0'' 8'-0'' 7'-6'' 7'-0'' 6'-6'' 5'-0'' 4'-4'' 4'-0'' 3'-5'' 3'-0'' 2'-6'' 2'-0'' 291 2'' 291 2'' 4'-7 8'' 3'-11 2'' 1'-73 4'' 2'-61 2'' 6'-7 8'' 6'-11 2'' 6'-11 2'' 6'-11 2'' 9'-31 2'' 91 2'' 101 2'' 241 2'' 231 2'' 241 2'' 3'-71 2'' 7'-61 2'' 4'-7 8'' 3'-10'' 3'-10'' 3'-11 2'' 1'-73 4'' 6'-7 8'' 6'-11 2'' 6'-11 2'' 6'-11 2'' 6'-13 4'' 9'-31 2'' (TYPE 1 APRON) PLAN (TYPE 2 APRON) PLAN (TYPE 1 AND TYPE 2 APRONS) END VIEW E C C E DIAMETER Diame t e r SLOPE SIDE VIEWSECTION A-A GROOVE END DETAIL SECTION A-A TONGUE END DETAIL 91 2'' 101 2'' 3'-71 2'' 6'-13 4'' 12'' 6'-1'' 8'-0'' 8'-0'' 6'-0'' TONGUE END USED ON INLET END SECTION. GROOVE END USED ON OUTLET END SECTION. DIMENSION 'E' SHOWN IS THE MINIMUM AND IS CONSIDERED THE DESIGN LENGTH. ADJUST FOR ANY DIFFERENCE BETWEEN THE ACTUAL LENGTH OF CONCRETE APRON INSTALLED AND THE LENGTH INDICATED BELOW FOR THE LENGTH OF CONCRETE CULVERT PIPE FURNISHED. E BC F EC B F F A 11 1 DIAMETER HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D THRUST BLOCK (SUDAS WM-101) SCALE:1:50 REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE DOWNSPOUT CONNECTION SCALE: 3/8'' = 1'-0" RIGID GRAVITY PIPE TRENCH BEDDING SCALE: 3/8' = 1'-0" FLEXIBLE GRAVITY PIPE TRENCH BEDDING SCALE: 1:40 MODIFIED RECTANGULAR STORM SEWER MANHOLE (SUDAS SW-402) SCALE:NTS FIRE HYDRANT ASSEMBLY SCALE: 1:40 CIRCULAR CONCRETE APRON (SUDAS 222 ) SCALE: 1:50 ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS CONSTRUCTION C6.3 BERM SHOWN IS TYPICAL FOR SLOPES FLATTER THAN 3:1. FOR STEEPER SLOPES, INCREASE BERM SIZE AS DIRECTED BY THE ENGINEER. PLACE BERM IN UNCOMPACTED WINDROW PERPENDICULAR TO THE SLOPE AT LOCATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. FILTER SOCK DIAMETER AS SPECIFIED IN THE CONTRACT DOCUMENTS. WATER FLOW SECTION VIEW AT STREET FOR PERIMETER CONTROL ALONG STREET FILTER SOCK WATER FLOW PLACE ADDITIONAL FILTER MATERIAL OR SOIL TO FILL THE SEAM BETWEEN THE TUBE AND THE GROUND PLAN VIEW OF SLOPE FOR SEDIMENT AND SLOPE CONTROL PLACE BERM OR SOCK PERPENDICULAR TO SLOPE DISTURBED AREA STAKE, TYP CONSTRUCT "J-HOOK" AT EACH END ON AND INDIVIDUAL SECTION OF SOCK OR BERM MA X FILTER MATERIAL MA X I M U M L E N G T H P E R S E C T I O N 60 0 ' - 0 " I F S L O P E I S F L A T T E R TH A N 5 % DIREC T I O N OF FL O W WATER FLOW 1 1 FILTER BERM AREA TO BE PROTECTED FILTER MATERIAL STAKE THICKNESS AS SPECIFIED (6" MINIMUM) 1 1 1 ENTRANCE LENGTH: 50' MINIMUM (30' FOR SINGLE FAMILY RESIDENTIAL), OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. LENGTH OF ENTRANCE MAY BE INCREASED IF SEDIMENT TRACK-OUT OCCURS 1 10'-0 " M I N LEN G T H 20'-0 " M I N FORES L O P E BAC K S L O P E POST SPACING 1 VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) TYPICAL SILT FENCE DITCH CHECK INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE) 1 ATTACHMENT TO POST FABRIC WIRE OR CABLE TIES POST 600'-0" IF SLOPE IS FLATTER THAN 5% TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES PLAN VIEW INSTALL PARELLEL TO GROUND CONTOURS INSTALL "J-HOOK" AT EACH END OF AN INDIVIDUAL SECTION OF SILT FENCE GROUND CONTOURS TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES PROFILE VIEW GROUND LINE FABRIC WATER FLOW 1 1 'T ' S T E E L FE N C E P O S T 4' - 0 " M I N GROUND LINE FABRIC 2 DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES 1 INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE) REDUCE POST SPACING TO 5'-0" AT WATER CONCENTRATION AREAS, OR AS REQUIRED TO ADEQUATELY SUPPORT FENCE 1 2 HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D DATEREVISIONBY HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D FILTER BERM AND FILTER SOCK SCALE:1:40 REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D STABILIZED CONSTRUCTION ENTRANCE/EXIT SCALE: 3/8'' = 1'-0"REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R EM P L O Y E E O W N E D REVISION BY DATE INLET SEDIMENT CONTROL DEVICES SCALE: SILT FENCE (1 OF 3) SCALE: 1/4' = 1'-0" SILT FENCE (2 OF 3) SCALE:3/8" =1'-0" SILT FENCE (3 OF 3) SCALE:1:40 BIORETENTION CELL SCALE: 02/28/2018ISSUE DATE JMD 02/28/2018ISSUE DATE JMD 02/28/2018ISSUE DATE JMD 02/28/2018ISSUE DATE JMD ISSUE DATE 02/28/2018ISSUE DATE JMD 02/28/2018ISSUE DATE JMD 05/23/2018UPDATED DETAIL AND NOTES JMD 3" THICK WASHED 3/8" ROCK CHIP (ASTM NO.8) SCARIFY BOTTOM OF EXCAVATION 3:1 M A X 3:1 M A X 6" PERFORATED SUBDRAIN EXISTING SOIL ROLLED EROSION CONTROL PRODUCT (RECP) OVER STRAW MULCH ON SLOPES OVER 3:1.SEE BIORETENTION MIX AND NOTES FOR PLANTING COORDINATION - PROVIDE RECP, AS SPECIFIED IN BIORETENTION PLANTING NOTES REVISION HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 DATE BY R EM P L O Y E E O W N E D WA U K E E E X P A N S I O N 10 0 5 E A S T H I C K M A N R O A D DETAILS CONSTRUCTION C6.4 1 1 1A 1 1 1 2 LIGHTED SIGNAGE, TBD 1 1 1 1 EXISTING BUILDING 1 1 1 1A 1 1 2 1 1 1 1 1 11 1 1 1 1 1 1 3 LIGHTED SIGNAGE, TBD EXISTING BUILDING 1 1 1A 1 1 BRICK BY KANSAS BRICK & TILE. COLOR: #530 FLASH FACESET SIZE: UTILITY BOND: 1/3 RUNNING MORTAR: SOLOMON GRIND 10H BRICK BY KANSAS BRICK & TILE. COLOR: #530 FLASH FACESET SIZE: UTILITY BOND: SOLDIER MORTAR: SOLOMON GRIND 10H 1 1A MASONRY UNITS: ARCHITECTURALLY FINISHED PRECAST CONCRETE PANEL W/ REVEALS 1 PRECAST CONCRETE: COLOR #1 LIGHT COLOR: SENERGY = T-01-0806-421-1 PAREX USA = 55169 E.I.F.S. COLORS: COLOR #2 DARK COLOR: SENERGY = T-01-0709-421-2 PAREX USA = 55170 PREFINISHED METAL WALL CAP COLOR TO MATCH EXISTING METAL FLASHINGS: 1 MATERIAL LEGEND 2 1 REYNOBOND ALUMINUM COMPOSITE METAL PANEL CHARCOAL 2 EXTERIOR METAL ASSEMBLIES: ALL EXTERIOR STOREFRONT FRAMES TO BE CLEAR ANODIZED ALUMINUM WINDOW TYPES VISION GLASS: 1" CLEAR ANNEALED INSULATION GLASS, LOW-E #3 SURFACE (MATCH TINT IN EXISTING GLAZING IF ANY)1 ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED TO MATCH EXISTING EXTERIOR METAL DOORS. PROFILED METAL PANEL - RTU ROOF SCREEN CHARCOAL 3 DATE:DRAWN BY: SCALE:JOB NUMBER: SHEET: NORTH EM P L O Y E E O W N E D HY - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y WE S T D E S M O I N E S , I O W A 5 0 2 6 6 TE L E P H O N E : ( 5 1 5 ) 2 6 7 - 2 8 0 0 FA X : ( 5 1 5 ) 2 6 7 - 2 9 3 5 R LO C A T I O N : REVISION DATE BY PROJECT MANAGER CHECKED BY: PROJECT NORTH 3/32" = 1'-0" 5/ 1 9 / 2 0 2 6 9 : 3 8 : 3 0 A M A u t o d e s k D o c s : / / W a u k e e R e n o v a t i on / 0 4 _ W a u k e e R e n o v a t i o n _ A r c h _ R 2 5 . 1 . r v t P1 MARCH 11 2022 63000988 Author PLANNING SUBMITTAL- EXTERIOR ELEVATIONS A WA U K E E , I O W A 10 0 5 H I C K M A N R D . 5 0 2 6 3 ApproverSL SCALE:3/32" = 1'-0" EAST ELEVATION6 SCALE:3/32" = 1'-0" SOUTH ELEVATION A1 SCALE:3/32" = 1'-0" SOUTH ELEVATION B2 SCALE:3/32" = 1'-0" NORTH ELEVATION B5 SCALE:3/32" = 1'-0" NORTH ELEVATION A4 SCALE:3/32" = 1'-0" WEST ELEVATION3