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Home My WebLink About2022-04-04 J22 Hy-Vee Waukee 2022 Expansion_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 4, 2022 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hy-Vee Waukee 2022 Expansion (1005 East Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hy-Vee Inc., requests approval of a site plan for an expansion to the existing grocery store at 1005 East Hickman Road. The property is 15-acres in area and is located at the northwest intersection of NE Alice’s Road and East Hickman Road. The site plan includes a 30,383-square foot expansion which will include a new Aisles Online canopy with four customer drive-aisles and two new loading docks. The current Aisles Online will revert back to standard customer parking. The existing loading docks on the east wall will remain in use, but in a reduced capacity. Semi access to the site will be provided from East Hickman Road. The trucks will utilize the western most drive-aisle into the loading dock area and maneuver. The trucks will not drive under the canopy. Standard customer access to the Aisles Online will be to access the canopy from the south, drive north under the canopy and circle around back to the south using the westernmost drive-aisle. The required amount of parking is being provided across the site. All utilities exist and will be extended accordingly to service the expansion. The applicant has provided elevations for the proposed building on the site. The design and materials are consistent with the Site Plan Ordinance and will match the existing Hy-Vee store. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 29, 2022 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Final Plat for The Crossing at Alice’s Road Plat 5 Approval of a Site Plan for Hy-Bee Expansion 2022 (1005 E. Hickman Road) City Planner, Bill Mettee, introduced the request for approval of a Final Plat and Site Plan for an expansion to the current Hy-Vee store located at 1005 E. Hickman Road. The applicant for the project is Hy-Vee, inc. Mr. Mettee advised that the applicant has proposed an expansion of approximately 30,383 square feet to the west side of the existing building. The final plat has been requested to combine the area into J22 one lot approximately 15 acres in size to accommodate the expansion. The project also includes the construction of a 14-foot-tall canopy that will serve as the new Aisles Online customer pick-up location. The applicant has advised that the current Aisles Online center will be removed from the parking lot. Additionally, two loading dock spaces will be constructed on the west side of the addition to alleviate some of the semi traffic to the east docks. A semi-truck access will be installed as part of the project to the west side of the store and the applicant has provided a semi-truck circulation plan. Mr. Mettee advised that all parking, open space, landscaping, and lighting requirements have been met at this time and that Staff recommends approval of the proposed final plat and site plan subject to remaining staff comments and review of the legal documents. • Commissioner Gerlitz questioned if the lane identified for semi-truck traffic was one way. Community Development Director, Andy Kass, advised that the lane in question is approximately 24 feet wide and is a two-way lane. • Commissioner Tessau question if the addition would eliminate the semi-truck parking on the southwest portion of the site. Jeff Stein, a representative for the applicant, advised that he was unsure which use the traffic in question was serving, however the relocation of the aisles online center and added docks should decrease wait times and improve traffic on the site as a whole. • Commissioner Hoifeldt questioned if there would be a new detention area added to the north of the site. Mr. Stein advised that was correct. Additionally, more measures are in place following the new stormwater management requirements the city has adopted to convey the water to the regional basin to the north of the site. • Commissioner Hoifeldt also questioned if the current trees would be removed and what protections were in place for the residential areas surrounding the proposed docking area. Mr. Kass advised that the area that is now residential zoning was not that zoning at the time the Hy-Vee project was constructed so the responsibility for a landscape buffer resides with the residential development. However, Staff has plans to work with Hy-Vee to mitigate noise and light pollution from the semi-truck traffic created with this project. Mr. Stein voiced agreement with working to reduce these concerns. • Commissioner Broderick verified that staff and the applicant were comfortable having semi- traffic on the frontage road to access the west side of the building. All parties advised that was correct. • Commissioner Koshy questioned if the new Aisles Online location would increase the cueing capacity. Mr. Stein advised that was the intent of the project and should alleviate existing cueing problems with the relocation. Commissioner Gerlitz moved to approve a Final Plat for The Crossing at Alice’s Road Plat 5 subject to any staff comments and review of the legal documents. The motion was seconded by Commissioner Tessau. Ayes: Gerlitz, Hoifeldt, Streit, Inman, Broderick, Koshy, and Tessau. Nays: none. Motion Carried. Commissioner Streit moved to approve the Site Plan for Hy-Vee expansion 2022 (1005 E. Hickman Road), subject to any remaining staff comments and review of the legal documents. Commissioner Gerlitz seconded the motion. Ayes: Gerlitz, Hoifeldt, Streit, Inman, Broderick, Koshy, and Tessau. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Bill Mettee, Planner REVIEWED BY: PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Crossing at Alice’s Road Plat 5 Final Plat and Hy-Vee Waukee 2022 Expansion Site Plan PREPARED BY: Bill Mettee – Planner REPORT DATE: March 25, 2022 MEETING DATE: March 29, 2022 GENERAL INFORMATION Owner/Applicant: Hy-Vee, Inc. Owner’s Representative: Rachel Harris, PLA, LT Leon Associates, Inc. Request:The applicant is requesting approval of a final plat and site plan for a grocery store expansion with an Aisles Online canopy. Location and Size:Property is located at the northwest corner of the intersection of East Hickman Road and NE Alice’s Road and contains approximately 15.00 acres. Property Address: 1005 E. Hickman Road AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. March 25, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Hy-Vee Grocery Store Community Commercial C-1B (Large Scale Commercial District) North Multi-Family Apartment Complex High-Density Residential R-3 (Multi-Family Residential District) South Bank, Convenient Store, Car Wash Community Commercial C-1B (Large Scale Commercial District) East Hy-Vee Grocery Store Community Commercial C-1B (Large Scale Commercial District) West Bricktowne at Prairie Crossing Apartments Mixed Use R-3 (Multi-Family Residential District) BACKGROUND The subject building was constructed in 2013 and currently operates as a grocery store. Prior to this construction, Hy-Vee built a gas station and a car wash on the south end of the parcel. In 2019, Hy-Vee constructed an Aisles Online structure immediately north of NE Venture Drive Hy-Vee has proposed an expansion of approximately 30,383-square feet to the west side of the existing grocery store, which will encroach onto the lot immediately to the west (Parcel 1227410008). In order to combine the lots, a Final Plat was submitted for review. Parcel 1 is approximately 11.89-acres and Parcel 2 is approximately 3.11-acres. Once combined, the parcel will be 15.00-acres and will be recorded as The Crossing at Alice’s Road Plat 5. PROJECT DESCRIPTION The project includes an addition of approximately 30,383-square feet to the existing store and the construction of a 14-foot-tall canopy that will serve as the new Aisles Online customer pick-up option. Four aisles are proposed for customer vehicles to enter the new Aisles Online. The 2019 Aisles Online project will be removed from its current location in the southern portion of the parking lot. This area will be returned to standard customer parking spaces. Additionally, two loading dock spaces will be constructed on the west side of the addition. The current loading docks on the east end of the building will remain in use, but in a reduced capacity. ACCESS AND PARKING Standard customer vehicular access for the proposed Aisles Online will be from the south side of the canopy, drive north and loop around to the south to exit. Proposed semi-truck access will be to enter from East Hickman Road and utilize the drive aisle furthest west to the loading dock area, where the truck will maneuver and park. The applicant has provided a semi-truck circulation plan. The trucks will not drive beneath the canopy. Approximately 35 parking spaces will be replaced with the removal of Aisles Online. The grocery store is still meeting the parking requirements of the ordinance with a total of 721 parking stalls where the requirement is 509 parking stalls. March 25, 2022 3 of 3 SIDEWALKS/TRAILS No new sidewalks or trails are proposed with this project. The existing 8-foot-wide pedestrian path that runs north and south through the parking lot will remain. A maintenance path will be installed in the rear of the building. UTILITIES The parcel is currently served by all necessary utilities. These services will be extended to service the expansion. Storm water runoff from the proposed loading dock, building expansion, drive aisle, new canopy and a portion of the proposed Aisles Online lanes will drain to a bioretention cell via storm sewer. LANDSCAPING & OPEN SPACE A minimum of 20% of the site area is required to be open space. The total amount of open space provided is 20.27%. The applicant has provided plantings in accordance with the Landscaping and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed of brick, EIFS, precast concrete panels and glazing. These materials are compatible and match the existing Hy-Vee building. Elevations of the proposed building have been provided for review. LIGHTING PLAN Canopy lighting and pole lighting is proposed with this project. This includes a total of 10 lights. The applicant has submitted a photometric plan and manufacturer’s cut sheets and the plan meets the lighting requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the proposed site plan and final plat subject to remaining staff comments and review of the legal documents. NO T F O R C O N S T R U C T I O N CALL 811 / 1-800-292-8989 2 Working Days BEFORE YOU DIG DigSafeWait48.com IOWA ONE CALL 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, 2023. 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. RACHEL A. HARRIS, PLA #LA00775 SIGNATURE DATE DISCIPLINE: LANDSCAPE ARCHITECT REGISTRATION EXPIRES: JUNE 22, 2022 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 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 3 / 3 0 / 2 0 2 2 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. 500 EAST LOCUST STREET, SUITE 400 DES MOINES, IOWA 50309 515-422-7016 ATTN: LUIS LEON UTILITY CONTACTS STATE ONE CALL 800-292-8989 GAS, WATER, SEWER, FIBER, CITY OF WAUKEE 515-978-7920 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 SEMI-TRAILER VEHICLE CIRCULATION PLAN C2.4 PASSENGER VEHICLE CIRCULATION PLAN 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 DESCRIPTION PROJECT LOCATION HICKMAN ROAD AS H W 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 1 CITY SUBMITTAL #2 2 CITY SUBMITTAL #3 3 DATE 02/01/2022 03/09/2022 03/30/2022 CITY SUBMITTAL #4 P3 P3 P3 P1 P1 P1 NO R T H E A S T A L I C E ' S R O A D 102 4 102 5 102 5 1026 1025 1024 1026 1027 1024 1025 1026 1026 1026 1027 1025 1024 1023 1022 10211027 1028 GR O C E R Y P I C K U P BU I L D I N G SAN MH 2 RIM = 1029.97 8" N = 1013.91 8" S = 1013.91 STORM DRAIN AREA INTAKE GRATING (TYP)BEEHIVE AREA INTAKE REMOTE TELLER CONSOLE CANOPY ENTRANCE FFE = 1028.05 (MEASUREMENT TAKEN ON CARPET) ENTRANCE FFE = 1028.10 (MEASUREMENT TAKEN ON CARPET) 10" DIA BOLLARDS (TYP) WATER VALVE / SHUTOFF (TYP) 18" FES (INV AT END) STORM MH 1 RIM = 1027.89 42" W = 1019.88 42" E = 1019.88 24" S/SW = 1019.88 SAN MH 1 RIM = 1027.55 8" E = 1017.85 8" S = 1015.90 STORM MH 2 RIM = 1027.00 42" W = 1018.70 42" E = 1017.70 24" S = 1020.70 1028 1028 1028 1027 1027 1028 1028 10 2 7 1028 1028 1029 1029 1030 1030 10 3 0 10 3 0 1031 10 3 1 1032 1029 1028 (PRIVATE) 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 PROPOSED 4' WALK R2 R2 R2 R2 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 R1 R1 P2 P2 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 PRIVATE DRIVE X X X X X X X XX X XX XXX XX XX XX XX XX XX X X X XXX XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C1.0 EXISTING CONDITIONS/ DEMO PLAN 30'90' GRAPHIC SCALE 60'0 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 REMOVE PAVING AND VEGETATION DEMOLITION LIMITS REMOVE ITEM REMOVE ITEM X 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION NO R T H E A S T AL I C E ' S R O A D P3 P3 P3 P1 P1 P1 EAST HICKMAN ROAD NO R T H E A S T A L I C E ' S R O A D C2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2 (PRIVATE) R1R1 W1A W1A R2 R2 R2 R2 W1 W1 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 C2 C2 P1 P2 W1A W1A R1 R1 PROPOSED 45' SANITARY SEWER EASEMENT W1A P2 P2 P2 W1A W1A R1 10 12 10 FFE=1031.25 6,155 SF BUILDING Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C2.0 OVERALL SITE PLAN 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 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. LEGEND PROPERTY LINE EASEMENT/SETBACK LINE 7" PCC CONSTRUCTION LIMITS 6" PCC TRAFFIC SIGNAGE 4" PCC/SIDEWALK BOLLARD TYP TYPICAL LIGHT FIXTURE 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 * 30,383)122 0 37 TOTAL 509 684 721 CAR WASH QUEUING (2 CARS PER BAY)8 12 12 PRELIMINARY NOT FOR CONSTRUCTION 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: 30,383 SF TOTAL GROCERY W/ EXPANSION: 120,475 SF CAR WASH:3,800 SF TOTAL BUILDING AREA:128,816 SF TOTAL PAVED AREA:391,957 SF TOTAL OPEN SPACE AREA: 132,598 SF TOTAL PERVIOUS AREA=132,598 SF (20.29%) TOTAL IMPERVIOUS AREA=520,773 SF (79.71%) P3 P3 P3 P1 P1 P1 (PRIVATE) 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 NE VENTURE DRIVE 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 Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 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. 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. LEGEND PROPERTY LINE EASEMENT/SETBACK LINE 7" PCC CONSTRUCTION LIMITS 6" PCC TRAFFIC SIGNAGE 4" PCC/SIDEWALK BOLLARD TYP TYPICAL LIGHT FIXTURE 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. 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 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. LEGAL DESCRIPTION LOT 1, THE CROSSING AT ALICE'S ROAD PLAT 5, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA. R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C2.1 SITE PLAN 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION 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 * 30,383)122 0 37 TOTAL 509 684 721 CAR WASH QUEUING (2 CARS PER BAY)8 12 12 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: 30,383 SF TOTAL GROCERY W/ EXPANSION:120,475 SF CAR WASH:3,800 SF TOTAL BUILDING AREA:128,816 SF TOTAL PAVED AREA:391,957 SF TOTAL OPEN SPACE AREA:132,598 SF TOTAL PERVIOUS AREA=132,598 SF (20.29%) TOTAL IMPERVIOUS AREA=520,773 SF (79.71%) P3 P3 P3 P1 P1 P1 (PRIVATE) 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 NE VENTURE DRIVE 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 Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H LEGEND PROPERTY LINE EASEMENT/SETBACK LINE 7" PCC CONSTRUCTION LIMITS 6" PCC TRAFFIC SIGNAGE 4" PCC/SIDEWALK BOLLARD TYP TYPICAL LIGHT FIXTURE R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C2.2 DIMENSION PLAN 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION P3 P3 P3 P1 P1 P1 EAST HICKMAN ROAD NO R T H E A S T A L I C E ' S R O A D C2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2 (PRIVATE) 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 R1R1 W1A W1A R2 R2 R2 R2 W1 W1 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 C2 C2 P1 P2 W1A W1A R1 R1 PROPOSED 45' SANITARY SEWER EASEMENT W1A P2 P2 P2 W1A W1A R1 10 12 10 FFE=1031.25 6,155 SF BUILDING Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C2.3 SEMI-TRAILER VEHICLE CIRCULATION PLAN VEHICLE TRACKER PERFORMED WITH 53 FOOT SEMI-TRAILER TURN RADIUS CAPABILITY. FOR INFORMATIONAL PURPOSES ONLY. P3 P3 P3 P1 P1 P1 EAST HICKMAN ROAD NO R T H E A S T A L I C E ' S R O A D C2 C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2 (PRIVATE) 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 R1R1 W1A W1A R2 R2 R2 R2 W1 W1 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 C2 C2 P1 P2 W1A W1A R1 R1 W1A P2 P2 P2 W1A W1A R1 10 12 10 FFE=1031.25 6,155 SF BUILDING Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC N O R T H PRELIMINARY NOT FOR CONSTRUCTION R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C2.4 PASSENGER VEHICLE CIRCULATION PLAN 50'150' GRAPHIC SCALE 100'0 GRAPHIC SCALE VEHICLE TRACKER PERFORMED WITH 3/4 TON CHEVY SUBURBAN TURN RADIUS CAPABILITY. FOR INFORMATIONAL PURPOSES ONLY. P3 P3 P3 P1 P1 P1 NO R T H E A S T A L I C E ' S R O A D 102 4 102 5 102 5 1026 1025 1024 1026 1027 1024 1025 1026 1026 1026 1027 1025 1024 1023 1022 10211027 1028 1028 1028 1028 1027 1027 1028 1028 10 2 7 1028 1028 1029 1029 1030 1030 10 3 0 10 3 0 1031 10 3 1 1032 1029 1028 PROPOSED 4' WALK (PRIVATE) 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 PROPOSED 4' WALK R2 R2 R2 R2 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 R1 R1 P2 P2 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 PRIVATE DRIVE Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 1026 1027 1026 1027 1 0 2 7 1027 1027 10 2 7 1028.05 1024.78 1023.88 1024.67 1023.88 1024.59 TC 1024.09 GU 1024.51 TC 1024.01 GU 1025.59 TC 1025.09 GU 1027.82 1027.82 1027.85 1028.15 TC 1027.65 GU 1026.08 TC 1025.58 GU 1027.44 TC 1026.94 GU 1026.66 TC 1026.16 GU 1026.40 1028.52 M.E. 1029.62 M.E. 1030.04 M.E. 1030.71 TC 1030.21 GU1029.83 M.E. 1029.44 M.E. 1029.20 M.E. 1028.30 M.E. 1028.62 M.E.1029.04 TC M.E. 1028.54 GU M.E. 1029.89 TC M.E. 1029.39 GU M.E. 1027.70 M.E. 1027.95 1028.46 TC M.E 1027.96 GU M.E. 1027.83 1027.63 M.E. 1029.39 M.E. 1027.95 M.E. 1031.31 M.E. 1031.68 M.E. 1031.54 M.E. 1032.12 M.E. 1028.00 1028.05 1028.05 1027.00 TC M.E. 1026.50 GU M.E. 1027.00 TC M.E. 1026.50 GU M.E. 1026.60 1027.83 1027.64 TC 1027.14 GU 1027.95 1027.95 1027.68 1028.05 FFE 1027.95 TW 1025.50 BW 1028.05 1027.93 TW 1026.75 BW 1028.00 1027.95 1027.90 1027.701027.50 TC 1027.00 GU 1027.75 1027.75 1026.57 10 2 6 1029.35 M.E. 1029.75 M.E. 1028.15 M.E. 1029.58 M.E. 1027.60 M.E.1027.88 M.E.1027.64 M.E. 1028.05 1027.85 1027.76 M.E. 1027.77 M.E. 1027.82 M.E.1027.75 M.E. 1027.50 TC 1027.00 GU 1028.50 TC 1028.00 GU 1027.83 1027.95 1027.95 1023.78 1023.78 1025.75 TC 1025.25 GU 1025.90 TC 1025.40 GU 1028.05 FFE1024.38 TC 1023.88 GU 1027.98 1027.19 1027.00 1026.93 1026.25 1026.00 1025.251024.25 1023.52 1024.26 1023.52 1025.20 TC 1024.71 GU 1025.50 TC 1025.00 GU 1027 1026 1025 10241023 10221021 1024 1025 1025 1023 1022 1021 3: 1 1024 1023 1022 1021 3 : 1 3 : 1 3: 1 3: 1 3: 1 3: 1 1027.91 TW 1027.75 BW 1 0 2 4 10 2 5 1028 102 8 1028 1027.55 M.E. 1025 1024 1025.20 1025.201025.201025.20 1025.20 1025.20 1027.90 M.E. 1027.99 M.E. 1027.77 M.E. 1027.74 M.E. 1027.86 1027.63 M.E. 1029.98 M.E. 1029.91 M.E. 1029.72 M.E. 1028.78 M.E. 1028.79 M.E. 1028 1029 1029 103 0 1030.65 TC 1030.15 GU 1028 1025.20 1025 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C3.0 GRADING PLAN 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. LEGEND CONTOUR LINE SPOT ELEVATION CURB ELEVATION/ GUTTER ELEVATION FLOWLINE SLOPE PERCENT 100 100.00 100.50 TC 100.00 GU 1.0% 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION NO R T H E A S T AL I C E ' S R O A D NO R T H E A S T A L I C E ' S R O A D 102 4 102 5 102 5 1026 1025 1024 1026 1027 1024 1025 1026 1026 1026 1027 1025 1024 1023 1022 10211027 1028 1028 1028 1028 1027 1027 1028 1028 10 2 7 1028 1028 1029 1029 1030 1030 10 3 0 10 3 0 1031 10 3 1 1032 1029 1028 PROPOSED 4' WALK (PRIVATE) 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 FU T U R E 1 0 ' P C C B I K E P A T H FU T U R E 1 0 ' P C C B I K E P A T H PROPOSED 4' WALK R2 R2 R2 R2 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 R1 R1 P2 P2 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 PRIVATE DRIVE Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 X X X X X X X X X X X X X X X X X X X X X X X TOPSOIL PILE 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 X X 1026 1027 1026 1027 1 0 2 7 1027 1027 10 2 7 X 10 2 6 1027 1026 1025 10241023 10221021 1024 1025 1025 1023 1022 1021 3: 1 1024 1023 1022 1021 3 : 1 3 : 1 3: 1 3: 1 3: 1 3: 1 1 0 2 4 10 2 5 1028 102 8 1028 1025 1024 1028 1029 1029 103 0 1028 1025 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C3.1 EROSION & SEDIMENT CONTROL PLAN 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 P3 P3 P3 P1 P1 P1 NO R T H E A S T A L I C E ' S R O A D PROPOSED 4' WALK (PRIVATE) 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 PROPOSED 4' WALK R2 R2 R2 R2 NE VENTURE DRIVE R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 R1 R1 P2 P2 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 PRIVATE DRIVE Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 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 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C4.0 UTILITY PLAN 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 4" 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 PRELIMINARY NOT FOR CONSTRUCTION NO R T H E A S T A L I C E ' S R O A D (PRIVATE) 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 PROPOSED 4' WALK NE VENTURE DRIVE 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 2 134 EX1 A EX1EX1 EX3 EX3 EX1 EX1 EX1 W1 W1 W1 W1 EX3 A A A P3HS P2HS 0.2 0.4 0.9 1.3 1.5 1.6 1.6 1.6 1.5 1.4 0.2 0.6 1.2 1.7 1.9 2.0 1.9 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.7 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.7 1.6 1.4 1.2 1.1 0.9 0.8 0.6 0.4 0.2 0.3 0.8 1.6 2.2 2.3 2.3 2.2 2.1 2.0 1.9 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.7 1.8 2.0 2.1 2.1 2.1 2.0 1.9 1.7 1.4 1.3 1.1 0.9 0.7 0.4 0.2 0.5 1.0 2.1 2.9 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.2 2.3 2.3 2.3 2.3 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.3 2.4 2.4 2.4 2.4 2.3 2.0 1.7 1.4 1.2 1.0 0.8 0.5 0.3 1.0 1.6 2.7 3.7 3.6 3.2 2.9 2.7 2.5 2.4 2.4 2.5 2.6 2.7 2.7 2.6 2.5 2.4 2.3 2.2 2.2 2.2 2.3 2.3 2.3 2.4 2.6 2.7 2.8 2.8 2.7 2.5 2.2 1.9 1.6 1.3 1.1 0.9 0.6 0.3 2.2 3.0 3.2 4.5 4.2 3.8 3.3 3.0 2.8 2.7 2.7 2.8 2.9 3.1 3.1 3.0 2.8 2.7 2.6 2.5 2.5 2.5 2.5 2.6 2.6 2.6 2.8 3.1 3.4 3.4 3.0 2.7 2.4 2.1 1.8 1.5 1.2 1.0 0.6 0.4 3.2 3.7 3.8 5.1 4.6 4.1 3.6 3.3 3.1 2.9 2.8 2.9 3.1 3.6 4.0 3.6 3.0 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.7 2.8 3.0 3.4 4.1 4.1 3.3 2.9 2.6 2.3 1.9 1.6 1.3 1.0 0.7 0.4 3.2 3.6 3.9 5.2 4.8 4.3 3.8 3.5 3.3 3.1 3.0 3.2 3.3 4.0 4.4 3.9 3.3 3.1 3.0 2.9 3.0 3.0 3.0 3.0 2.9 2.9 3.1 3.5 4.1 4.1 3.4 3.0 2.7 2.4 2.0 1.7 1.4 1.1 0.7 0.4 2.4 3.2 3.4 4.8 4.6 4.2 3.8 3.6 3.4 3.3 3.2 3.2 3.4 3.8 4.0 3.8 3.3 3.1 3.1 3.0 3.1 3.1 3.0 3.0 3.0 3.1 3.2 3.4 3.6 3.6 3.3 3.1 2.8 2.4 2.1 1.8 1.4 1.1 0.8 0.4 1.2 1.8 3.0 4.2 4.3 4.0 3.8 3.6 3.4 3.3 3.3 3.4 3.5 3.6 3.7 3.6 3.4 3.2 3.1 3.1 3.1 3.1 3.1 3.0 3.0 3.1 3.2 3.4 3.4 3.4 3.3 3.1 2.8 2.4 2.1 1.8 1.5 1.2 0.8 0.4 0.6 1.2 2.6 3.6 3.9 3.8 3.7 3.6 3.5 3.4 3.3 3.4 3.5 3.6 3.6 3.5 3.4 3.2 3.1 3.1 3.1 3.1 3.1 3.0 3.0 3.0 3.2 3.3 3.4 3.4 3.3 3.1 2.7 2.4 2.1 1.8 1.5 1.1 0.8 0.5 0.4 1.1 2.3 3.2 3.6 3.7 3.7 3.6 3.5 3.4 3.3 3.3 3.4 3.5 3.5 3.4 3.3 3.1 3.0 3.0 3.0 3.1 3.0 2.9 2.9 2.9 3.1 3.2 3.3 3.3 3.2 2.9 2.6 2.3 2.0 1.7 1.5 1.1 0.8 0.4 0.4 1.1 2.1 3.0 3.5 3.7 3.7 3.6 3.5 3.4 3.3 3.3 3.3 3.4 3.4 3.4 3.2 3.1 3.0 3.0 3.0 3.0 3.0 3.0 2.9 2.9 3.0 3.1 3.2 3.2 3.1 2.9 2.6 2.3 2.0 1.7 1.4 1.2 0.8 0.5 0.4 1.1 2.1 3.0 3.5 3.7 3.7 3.6 3.5 3.4 3.3 3.3 3.4 3.4 3.4 3.4 3.2 3.1 3.0 3.0 3.0 3.1 3.0 2.9 2.9 2.9 3.0 3.2 3.3 3.3 3.1 2.9 2.6 2.3 2.0 1.7 1.5 1.1 0.8 0.5 0.4 1.1 2.2 3.2 3.6 3.7 3.7 3.7 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3.5 3.3 3.1 3.0 3.0 3.0 3.1 3.0 3.0 2.9 3.0 3.1 3.3 3.3 3.3 3.2 3.0 2.7 2.3 2.0 1.7 1.5 1.1 0.8 0.5 0.5 1.2 2.5 3.5 3.8 3.9 3.8 3.6 3.5 3.5 3.4 3.5 3.5 3.6 3.6 3.5 3.4 3.2 3.1 3.0 3.1 3.0 3.0 3.0 3.0 3.0 3.2 3.4 3.4 3.4 3.3 3.1 2.8 2.4 2.1 1.7 1.4 1.2 0.8 0.4 0.9 1.6 2.9 4.1 4.2 4.0 3.8 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.4 3.2 3.1 3.0 3.0 3.1 3.0 3.0 3.0 3.1 3.2 3.4 3.5 3.5 3.3 3.1 2.8 2.4 2.1 1.8 1.5 1.1 0.8 0.5 2.0 2.8 3.3 4.7 4.5 4.2 3.9 3.6 3.5 3.4 3.3 3.3 3.5 4.0 4.1 3.7 3.2 3.1 3.0 3.0 3.0 3.0 3.0 3.0 2.9 3.0 3.1 3.5 3.9 3.9 3.4 3.0 2.7 2.4 2.1 1.7 1.4 1.1 0.7 0.4 3.1 3.7 3.8 5.2 4.8 4.3 3.9 3.6 3.4 3.2 3.2 3.2 3.5 4.2 4.4 3.7 3.2 3.0 2.9 2.9 2.9 2.9 2.9 2.8 2.8 2.9 3.1 3.5 4.2 4.2 3.4 3.0 2.7 2.3 2.0 1.7 1.4 1.1 0.7 0.4 3.2 3.6 3.9 5.2 4.8 4.2 3.7 3.4 3.2 3.0 2.9 3.0 3.2 3.6 3.8 3.4 2.9 2.8 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.9 3.2 3.7 3.7 3.2 2.8 2.5 2.2 1.9 1.6 1.3 1.0 0.7 0.4 2.6 3.4 3.4 4.8 4.5 4.0 3.5 3.1 3.0 2.8 2.8 2.8 2.9 3.0 3.1 2.9 2.8 2.6 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.6 2.7 2.9 3.0 3.0 2.8 2.7 2.4 2.1 1.8 1.5 1.2 1.0 0.7 0.4 1.3 2.0 3.0 4.0 3.9 3.6 3.2 2.9 2.8 2.6 2.5 2.6 2.7 2.7 2.7 2.6 2.5 2.4 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.4 2.5 2.6 2.7 2.7 2.6 2.4 2.2 1.9 1.6 1.4 1.2 0.9 0.6 0.4 0.6 1.2 2.4 3.2 3.3 3.1 3.0 2.8 2.6 2.5 2.3 2.3 2.4 2.4 2.4 2.4 2.3 2.1 2.1 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.3 2.4 2.5 2.5 2.4 2.2 2.0 1.8 1.6 1.4 1.1 0.9 0.6 0.3 0.4 0.9 1.9 2.6 2.8 2.8 2.8 2.7 2.5 2.4 2.3 2.2 2.2 2.2 2.2 2.1 2.1 2.0 2.0 2.1 2.2 2.3 2.2 2.2 2.1 2.1 2.2 2.3 2.3 2.3 2.2 2.1 1.9 1.7 1.5 1.4 1.2 0.9 0.6 0.3 0.8 1.6 2.2 2.6 2.7 2.7 2.6 2.5 2.4 2.2 2.1 2.1 2.1 2.1 2.1 2.0 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.2 2.3 2.4 2.3 2.2 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.7 0.3 0.7 1.4 2.0 2.4 2.6 2.7 2.6 2.5 2.4 2.2 2.1 2.1 2.2 2.2 2.1 2.0 2.0 2.1 2.2 2.2 2.3 2.3 2.2 2.2 2.2 2.2 2.3 2.4 2.3 2.2 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.7 0.2 0.6 1.3 2.0 2.4 2.6 2.6 2.6 2.5 2.4 2.2 2.1 2.1 2.2 2.2 2.1 2.0 2.0 2.1 2.2 2.2 2.3 2.3 2.3 2.2 2.2 2.2 2.3 2.4 2.3 2.2 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.7 0.2 0.6 1.3 2.0 2.4 2.6 2.6 2.6 2.5 2.4 2.2 2.1 2.1 2.2 2.2 2.1 2.0 2.0 2.0 2.1 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.3 2.4 2.3 2.2 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.6 0.3 0.7 1.4 2.1 2.4 2.6 2.6 2.6 2.5 2.3 2.2 2.1 2.1 2.1 2.1 2.1 2.0 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.2 2.3 2.3 2.3 2.2 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.6 0.4 0.9 1.7 2.3 2.5 2.7 2.7 2.6 2.5 2.3 2.2 2.2 2.2 2.2 2.2 2.2 2.1 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.4 2.4 2.5 2.4 2.4 2.2 2.0 1.8 1.6 1.3 1.1 0.8 0.6 0.4 1.1 2.1 2.8 2.9 2.8 2.8 2.6 2.5 2.4 2.3 2.3 2.4 2.4 2.4 2.4 2.3 2.2 2.1 2.2 2.3 2.3 2.3 2.3 2.3 2.4 2.5 2.6 2.7 2.6 2.6 2.4 2.1 1.9 1.6 1.3 1.1 0.9 0.6 0.8 1.4 2.7 3.5 3.4 3.2 2.9 2.7 2.6 2.5 2.5 2.6 2.7 2.7 2.7 2.6 2.6 2.4 2.3 2.3 2.3 2.3 2.4 2.4 2.5 2.5 2.7 2.9 3.0 3.0 2.8 2.6 2.3 2.0 1.7 1.4 1.1 0.9 0.6 1.9 2.4 3.3 4.2 4.0 3.6 3.1 2.9 2.8 2.7 2.6 2.8 2.9 3.0 3.1 3.0 2.8 2.6 2.5 2.5 2.4 2.5 2.5 2.5 2.6 2.6 2.8 3.2 3.6 3.6 3.1 2.7 2.4 2.1 1.8 1.5 1.2 0.9 0.6 3.3 3.2 3.8 4.8 4.4 3.8 3.4 3.1 2.9 2.8 2.7 2.8 3.1 3.6 3.9 3.4 2.9 2.7 2.6 2.6 2.5 2.5 2.5 2.6 2.6 2.7 2.9 3.4 4.1 4.0 3.3 2.9 2.5 2.1 1.8 1.5 1.2 0.9 0.6 3.5 2.9 4.2 5.1 4.5 3.9 3.4 3.1 2.9 2.8 2.8 3.0 3.2 3.9 4.2 3.6 3.0 2.8 2.6 2.5 2.5 2.5 2.5 2.5 2.5 2.6 2.8 3.2 3.6 3.5 3.1 2.7 2.4 2.1 1.8 1.4 1.2 0.9 0.6 3.1 3.2 3.8 4.8 4.3 3.8 3.3 3.0 2.8 2.7 2.7 2.8 3.1 3.5 3.7 3.4 2.9 2.6 2.5 2.4 2.4 2.3 2.3 2.4 2.4 2.5 2.6 2.8 2.9 2.9 2.8 2.6 2.3 1.9 1.6 1.3 1.1 0.8 0.5 1.7 2.3 3.2 4.1 3.9 3.5 3.1 2.8 2.7 2.5 2.5 2.7 2.9 3.1 3.1 3.0 2.7 2.5 2.3 2.2 2.2 2.2 2.1 2.1 2.2 2.2 2.4 2.5 2.5 2.5 2.5 2.3 2.0 1.7 1.5 1.2 1.0 0.8 0.5 0.7 1.4 2.6 3.3 3.3 3.0 2.8 2.6 2.5 2.4 2.3 2.4 2.7 2.8 2.9 2.8 2.6 2.3 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 2.1 2.2 2.2 2.2 2.2 2.0 1.8 1.5 1.3 1.1 0.9 0.7 0.4 0.4 1.0 2.0 2.6 2.7 2.6 2.6 2.5 2.3 2.1 2.0 2.1 2.3 2.6 2.8 2.7 2.4 2.0 1.8 1.8 1.8 1.8 1.7 1.7 1.6 1.7 1.7 1.8 1.9 1.9 1.8 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.3 0.8 1.5 2.0 2.3 2.5 2.5 2.3 2.1 1.9 1.8 1.8 2.0 2.4 2.7 2.8 2.5 1.8 1.7 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.5 1.5 1.6 1.6 1.5 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.4 0.2 0.6 1.1 1.6 2.1 2.4 2.5 2.3 1.9 1.7 1.5 1.5 1.7 2.2 2.8 3.2 3.1 1.8 1.6 1.4 1.4 1.4 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.1 0.4 0.9 1.4 2.0 2.5 2.6 2.2 1.8 1.5 1.3 1.3 1.5 2.0 3.0 4.2 4.7 1.9 1.5 1.2 1.2 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.1 0.3 0.6 1.2 2.1 2.7 2.7 2.3 1.7 1.3 1.1 1.1 1.3 1.9 3.1 5.2 6.6 0.1 0.2 0.4 1.1 2.2 2.8 2.8 2.3 1.5 1.1 0.9 0.8 1.0 1.7 2.9 4.4 5.2 0.1 0.1 0.3 1.0 2.5 3.2 3.0 2.4 1.4 0.8 0.6 0.6 0.8 1.4 2.5 3.1 3.1 0.1 0.1 0.2 1.0 3.3 3.9 3.4 2.4 1.2 0.6 0.5 0.4 0.6 1.3 2.2 2.6 2.2 0.1 0.1 0.2 0.8 4.7 4.9 3.9 2.5 1.0 0.5 0.4 0.4 0.5 1.3 2.3 2.9 2.7 0.1 0.2 0.3 1.1 6.7 6.2 4.4 2.5 0.9 0.5 0.5 0.5 0.7 1.4 2.6 4.0 4.7 0.1 0.2 0.4 1.1 7.8 7.0 4.8 2.5 1.0 0.7 0.8 0.9 1.1 1.7 3.0 4.9 6.3 0.1 0.2 0.5 1.1 7.2 6.9 4.9 2.6 1.2 1.3 1.7 2.1 2.4 2.9 4.0 4.9 4.9 0.1 0.2 0.4 1.1 7.8 7.0 4.8 2.7 1.8 2.8 4.8 6.2 6.4 7.0 7.8 6.9 4.6 0.1 0.2 0.3 1.1 6.5 6.1 4.5 2.9 2.6 6.0 13.7 18.1 17.2 17.8 20.1 15.8 7.3 0.1 0.1 0.2 0.8 4.5 4.8 3.9 2.9 3.1 8.6 22.9 30.5 27.4 27.5 32.1 24.1 9.4 0.1 0.1 0.1 0.8 3.0 3.6 3.2 2.6 2.6 5.8 13.0 17.2 16.3 16.3 17.5 13.4 6.5 0.1 0.1 0.1 0.7 2.1 2.7 2.5 2.1 1.8 2.6 4.5 5.8 5.9 6.0 5.9 4.7 3.4 0.1 0.2 0.2 0.6 1.6 2.1 2.1 1.7 1.2 1.2 1.6 2.0 2.1 2.2 2.0 1.9 2.1 3.0 4.4 3.3 0.2 0.3 0.3 0.7 1.4 1.8 1.8 1.4 0.9 0.7 0.8 0.8 0.9 0.9 0.9 1.0 1.7 3.1 5.4 4.0 0.3 0.5 0.6 0.8 1.3 1.7 1.7 1.4 1.0 0.7 0.7 0.7 0.7 0.7 0.6 0.9 1.6 2.7 3.6 2.5 0.5 0.7 0.8 1.0 1.4 1.7 1.8 1.7 1.4 1.1 1.0 1.0 0.9 0.8 0.8 1.1 1.8 2.3 2.3 1.3 0.6 0.8 1.1 1.3 1.5 1.8 2.0 2.0 1.8 1.6 1.5 1.3 1.2 1.1 1.0 1.4 2.1 2.3 1.9 0.7 1.0 1.3 1.5 1.8 2.1 2.3 2.4 2.4 2.2 2.0 1.7 1.5 1.3 1.3 1.8 2.6 2.8 2.0 0.8 1.1 1.4 1.8 2.1 2.5 2.9 3.1 3.1 2.9 2.5 2.1 1.8 1.6 1.7 2.4 3.6 4.3 0.7 1.1 1.5 2.0 2.5 3.1 3.6 3.9 3.9 3.6 3.1 2.6 2.1 1.8 2.0 3.0 4.7 6.2 0.5 0.9 1.4 1.9 2.6 3.4 4.1 4.6 4.6 4.3 3.7 3.0 2.3 2.0 2.2 3.0 4.1 4.4 0.2 0.4 0.7 1.0 1.6 2.4 3.2 3.9 4.3 4.0 3.5 2.8 2.2 2.0 2.1 2.3 2.5 1.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.4 0.6 0.9 1.0 1.1 1.3 1.2 1.2 1.4 1.5 1.4 1.1 0.4 0.2 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 0.6 0.6 0.5 0.3 0.3 0.4 0.6 0.8 0.7 0.3 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 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 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 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 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 0.1 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 0.1 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 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H LEGEND PROPERTY LINE 8" PCC EASEMENT/SETBACK LINE 7" PCC CONSTRUCTION LIMITS 6" PCC TRAFFIC SIGNAGE 4" PCC/SIDEWALK BOLLARD TYP TYPICAL LIGHT FIXTURE PRELIMINARY NOT FOR CONSTRUCTION R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C4.1 PHOTOMETRIC PLAN 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION 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 1 P2HS Single PFAS-92L-900-NW-G2-2-HIS-UNV- PSR-BZ- 30' POLE 3' BASE 0.900 27882 264 264 1 P3HS Single PFAS-92L-900-NW-G2-3-HIS-UNV- PSR-BZ - 30' POLE ON 3' BASE 0.900 28018 264 264 4 W1 SINGLE LPW32-G-3-8 0.900 7386 64.6 258.4 6 EX1 Single EXISTING 0.900 60466 452 2712 3 EX3 Single EXISTING 0.900 34630 264 792 4 A Single CRUS-SC 0.900 15410 103 412 NO R T H E A S T A L I C E ' S R O A D PROPOSED 4' WALK (PRIVATE) 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 FU T U R E 1 0 ' P C C B I K E P A T H FU T U R E 1 0 ' P C C B I K E P A T H PROPOSED 4' WALK NE VENTURE DRIVE 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 PRIVATE DRIVE Hy-Vee (Expansion) 30,383 SF FFE = 1028.05 2 134 Hy-Vee (Existing) 90,092 SF FFE = 1028.05 6" PCC7" PCC 7" PCC 6" PCC 6" PCC 6" PCC 6" PCC 6" PCC 5 SB 3 NS 26 SS6 GD 15 SS 22 PO 07 JC 12 CA 12 RA 06 MS 5 VO 5 VO 06 SS 16 QB SOD SOD SOD SOD SOD 6" PCC SOD SOD BIOCELL SEED MIX 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 E . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C5.0 PLANTING PLAN 30'90' GRAPHIC SCALE 60'0 GRAPHIC SCALE N O R T H PRELIMINARY NOT FOR CONSTRUCTION LEGEND SOD UNDERSTORY TREE DUG EDGE PERENNIAL SHRUB OVERSTORY TREE PLANT IDENTIFICATION/ QUANTITY 1 ZZ LEGEND PROPERTY LINE EASEMENT/SETBACK LINE 7" PCC CONSTRUCTION LIMITS 6" PCC TRAFFIC SIGNAGE 4" PCC/SIDEWALK BOLLARD TYP TYPICAL LIGHT FIXTURE 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:520,773 SF (79.71%) OPEN SPACE AREA:132,598 SF (20.29%) 2. 1 TREE/1000 SF REQUIRED OPEN SPACE (PROJECT SITE) 24 TREES REQUIRED (118,067 SF*.20/1000) 53 TREES PROVIDED 3. 1 SHRUB/1000 SF REQUIRED OPEN SPACE (PROJECT SITE) 24 SHRUBS REQUIRED (118,067 SF*.20/1000) 34 SHRUBS PROVIDED 4. 30' BUFFER REQUIRED, 2 OVERSTORY, 3 EVERGREEN OR 2 ORNAMENTAL/50 LF 10 VO Viburnum opulus 'Nanum'DWARF CRANBERRYBUSH 5 Gal.Cont. 07 JC Juniper chinensis 'Sea-Green'SEA GREEN JUNIPER 5 Gal.Cont. 12 RA Rhus aromatic 'Gro-Low'GRO-LOW FRAGRANT SUMAC 5 Gal.Cont. 05 SB Spiraea x bumalda 'Goldflame'GOLDFLAME SPIREA 5 Gal.Cont. 12 CA Calamagrostis x acutifolia FEATHER REED GRASS 3 Gal.Cont. 47 SS Schizachyrium scoparium LITTLE BLUE STEM 3 Gal.Cont. QTY ID BOTANICAL NAME COMMON NAME SIZE METHOD 06 GD Gymnoclades dioicus KENTUCKY COFFEETREE 8' Ht.B&B 03 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 22 PO Picea omorika SERBIAN SPRUCE 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. 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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C5.1 PLANTING DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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 (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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C5.2 PLANTING DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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. 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 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 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 T Y 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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C6.0 CONSTRUCTION DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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 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 DETAIL NOT USED SCALE: 3/8" = 1'-0"REVISION 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 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 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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C6.1 CONSTRUCTION DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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 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' R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C6.2 CONSTRUCTION DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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 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 #4 BARS AT 15" O.C. EACH WAY ADJUSTMENT RINGS SW-604 TYPE 6 CASTING FORM GRADE SLOPE 1 2" PER FOOT #4 BARS INVERT 6" MIN DIAGONAL BAR, TYP BASE SHORT WALL INSTALL FOUR #4 DIAGONAL BARS AT ALL PIPE OPENINGS. CAST-IN-PLACE BASE SHOWN. IF BASE IS PRECAST INTEGRAL WITH WALLS, THE FOOTPRINT OF THE BASE IS NOT REQUIRED TO EXTEND BEYOND THE OUTER EDGE OF THE WALLS. 12" MIN WALL HEIGHT ABOVE ALL PIPES. LOCATION STATION SW 604 TYPE 6 CASTING SH O R T W A L L A A #4 BARS AT 12" O.C. EACH WAY SECTION A-A PLAN 1 2 3 1 2 3 SW 604 TYPE 6 CASTING Pipe Location Short Wall Long Wall Precast Structure 15" 24" MAXIMUM PIPE DIAMETERS Cast-in-place Structure 18" 30" LONG WALL 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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C6.3 CONSTRUCTION DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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 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 SINGLE GRATE INTAKE (SUDAS SW-511) SCALE: 3/8'' = 1'-0" CIRCULAR CONCRETE APRON (SUDAS 222 ) SCALE: 1:50 ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE ISSUE DATE 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 LE N G T H 20'-0 " M I N FOR E S 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 R EMPLOYEE OWNED HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 P 515-267-2800 F 515-267-2935 LO C A T I O N WA U K E E E X P A N S I O N 10 0 5 W . H I C K M A N R O A D DRAWN BY DATE SCALE SHEET REVISIONS DATE DRAWN BY JOB C6.4 CONSTRUCTION DETAILS PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N 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. ADD SEED MIX PER SUDAS SECTION 9010, TYPE 3 AND MULCH PER SUDAS SPECIFICATIONS. 121 0 1 5 P S C ELE C TRI C AL FIE L D CONN E C TIO N A T TOP O F C AS E R D E 12 1 0 1 5 P S C ELE C TRIC AL FIE L D CONN E C TIO N A T TOP O F C ASE R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CON N E C T I O N A T TOP O F C A S E R D E 121 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C EL E C T R I C A L FIE L D CO N N E C T I O N A T TO P O F C A S E R D E DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DR E E DR E E DR E E DR E E DR E E DR E E DR E E DR E E DR E E DR E E DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R DE R E ED R 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE R DE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE R DE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE R DE 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 121015PSC ELECTRICALFIELDCONNECTION AT TOP OF CASE R D E 12 1 0 1 5 P S C EL E C T R I C A L FIE L D CO N N E C T I O N A T TO P O F C A S E R D E 121 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CON N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C EL E C T R I C A L FIE L D CO N N E C T I O N A T TO P O F C A S E R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CON N E C T I O N A T TOP O F C A S E R D E 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121015PSC ELECTRICALFIELDCONNECTION ATTOP OF CASE RDE 121 0 1 5 P S C ELE C T R I C A L FIE L D CON N E C T I O N A T TOP O F C A S E R D E 12 1 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E 121 0 1 5 P S C ELE C T R I C A L FIE L D CON N E C T I O N A T TOP O F C A S E R D E 121 0 1 5 P S C ELE C T R I C A L FIE L D CO N N E C T I O N A T TOP O F C A S E R D E DE R DDE R DDE R D RDDE RDDE RDDE RDDE R D D ER D D E R D D E R D D E R D D E R D D ER R DD D D E 1/08 R R DD D D E 1/08 R R DD D D E 1/08 D E RE D E RE D E RE E RDDR E R DER D E E RD D E RD D E RD D E R DD E R DD E R DD E R DD E R D D E R D D E R D D E R D D E R D D E R D D DR E E D E R E D E R E E E D R D E R E D E R E D E R E RDE 02/13PSC RDE 02/13PSC R D E 02 / 1 3 PSC D R E D LEFT ON RIGHT OR SPECIFY DRAIN CUTOUT 28.625"W BY 22.5"D C D E Com p o n e n t # 1 3 0 Com p o n e n t # 1 3 1 Com p o n e n t # 1 3 2 Com p o n e n t # 1 3 3 Com p o n e n t # 1 3 4 Com p o n e n t # 1 3 5 Com p o n e n t # 1 3 6 Com p o n e n t # 1 3 7 Com p o n e n t # 1 3 8 Com p o n e n t # 1 3 9 Com p o n e n t # 1 4 0 Com p o n e n t # 1 4 1 Com p o n e n t # 1 4 2 Com p o n e n t # 1 4 3 Com p o n e n t # 1 4 4 Com p o n e n t # 1 4 5 Com p o n e n t # 1 4 6 Com p o n e n t # 1 4 7 Com p o n e n t # 1 4 8 Com p o n e n t # 1 4 9 Com p o n e n t # 1 5 0 Com p o n e n t # 1 5 1 Com p o n e n t # 1 5 2 Com p o n e n t # 1 5 3 Com p o n e n t # 1 5 4 Com p o n e n t # 1 5 5 Com p o n e n t # 1 5 6 Com p o n e n t # 1 5 7 Com p o n e n t # 1 5 8 Com p o n e n t # 1 5 9 Com p o n e n t # 1 6 0 Com p o n e n t # 1 6 1 Com p o n e n t # 1 6 2 Com p o n e n t # 1 6 3 Com p o n e n t # 1 6 4 Com p o n e n t # 1 6 5 Com p o n e n t # 1 6 6 Com p o n e n t # 1 6 7 Com p o n e n t # 1 6 8 Com p o n e n t # 1 6 9 Com p o n e n t # 1 7 0 Com p o n e n t # 1 7 1 Com p o n e n t # 1 7 2 Com p o n e n t # 1 7 3 Com p o n e n t # 1 7 4 Com p o n e n t # 1 7 5 Com p o n e n t # 1 7 6 Com p o n e n t # 1 7 7 Com p o n e n t # 1 7 8 Com p o n e n t # 1 7 9 Com p o n e n t # 1 8 0 Com p o n e n t # 1 8 1 Com p o n e n t # 1 8 2 Com p o n e n t # 1 8 3 Com p o n e n t # 1 8 4 Com p o n e n t # 1 8 5 Com p o n e n t # 1 8 6 Com p o n e n t # 1 8 7 Com p o n e n t # 1 8 8 Com p o n e n t # 1 8 9 Com p o n e n t # 1 9 0 Com p o n e n t # 1 9 1 Com p o n e n t # 1 9 2 Com p o n e n t # 1 9 3 Com p o n e n t # 1 9 4 Com p o n e n t # 1 9 5 Com p o n e n t # 1 9 6 Com p o n e n t # 1 9 7 Com p o n e n t # 1 9 8 Com p o n e n t # 1 9 9 Com p o n e n t # 2 0 0 Com p o n e n t # 2 0 1 Com p o n e n t # 2 0 2 Com p o n e n t # 2 0 3 Com p o n e n t # 2 0 4 Com p o n e n t # 2 0 5 Com p o n e n t # 2 0 6 Com p o n e n t # 2 0 7 Com p o n e n t # 2 0 8 Com p o n e n t # 2 0 9 Com p o n e n t # 2 1 0 Com p o n e n t # 2 1 1 Com p o n e n t # 2 1 2 Com p o n e n t # 2 1 3 Com p o n e n t # 2 1 4 Com p o n e n t # 2 1 5 Com p o n e n t # 2 1 6 Com p o n e n t # 2 1 7 Com p o n e n t # 2 1 8 Com p o n e n t # 2 1 9 Com p o n e n t # 2 2 0 Com p o n e n t # 2 2 1 Com p o n e n t # 2 2 2 Com p o n e n t # 2 2 3 Com p o n e n t # 2 2 4 Com p o n e n t # 2 2 5 Com p o n e n t # 2 2 6 Com p o n e n t # 2 2 7 Com p o n e n t # 2 2 8 Com p o n e n t # 2 2 9 Com p o n e n t # 2 3 0 Com p o n e n t # 2 3 1 Com p o n e n t # 2 3 2 Com p o n e n t # 2 3 3 Com p o n e n t # 2 3 4 Com p o n e n t # 2 3 5 Com p o n e n t # 2 3 6 Com p o n e n t # 2 3 7 Com p o n e n t # 2 3 8 Com p o n e n t # 2 3 9 Com p o n e n t # 2 4 0 Com p o n e n t # 2 4 1 Com p o n e n t # 2 4 2 Com p o n e n t # 2 4 3 Com p o n e n t # 2 4 4 Com p o n e n t # 2 4 5 Com p o n e n t # 2 4 6 Com p o n e n t # 2 4 7 Com p o n e n t # 2 4 8 Com p o n e n t # 2 4 9 Com p o n e n t # 2 5 0 Com p o n e n t # 2 5 1 Com p o n e n t # 2 5 2 Com p o n e n t # 2 5 3 Com p o n e n t # 2 5 4 Com p o n e n t # 2 5 5 Com p o n e n t # 2 5 6 Com p o n e n t # 2 5 7 Com p o n e n t # 2 5 8 Com p o n e n t # 2 5 9 Com p o n e n t # 2 6 0 Com p o n e n t # 2 6 1 Com p o n e n t # 2 6 2 Com p o n e n t # 2 6 3 Com p o n e n t # 2 6 4 Com p o n e n t # 2 6 5 Com p o n e n t # 2 6 6 Com p o n e n t # 2 6 7 Com p o n e n t # 2 6 8 Com p o n e n t # 2 6 9 Com p o n e n t # 2 7 0 Component#276Component#272Component#273Component#274Component#275 Component#276Component#272Component#273Component#274Component#275 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 9 8 Com p o n e n t # 2 8 2 Com p o n e n t # 2 8 3 Com p o n e n t # 2 8 4 Com p o n e n t # 2 8 5 Com p o n e n t # 2 8 6 Com p o n e n t # 2 8 7 Com p o n e n t # 2 8 8 Com p o n e n t # 2 8 9 Com p o n e n t # 2 9 0 Com p o n e n t # 2 9 1 Com p o n e n t # 2 9 2 Com p o n e n t # 2 9 3 Com p o n e n t # 2 9 4 Com p o n e n t # 2 9 5 Com p o n e n t # 2 9 6 Com p o n e n t # 2 9 7 Com p o n e n t # 2 9 9 Com p o n e n t # 3 0 0 Com p o n e n t # 3 0 1 Com p o n e n t # 3 0 2 Co m p o n e n t # 2 9 9 C o m p o n e n t # 3 0 0 C o m p o n e n t # 3 0 1 C o m p o n e n t # 3 0 2 E D R E D RE D R E D R Com p o n e n t # 1 3 0 Com p o n e n t # 1 3 1 Com p o n e n t # 1 3 2 Com p o n e n t # 1 3 3 Com p o n e n t # 1 3 4 Com p o n e n t # 1 3 5 Com p o n e n t # 1 3 6 Com p o n e n t # 1 3 7 Com p o n e n t # 1 3 8 Com p o n e n t # 1 3 9 Com p o n e n t # 1 4 0 Com p o n e n t # 1 4 1 Com p o n e n t # 1 4 2 Com p o n e n t # 1 4 3 Com p o n e n t # 1 4 4 Com p o n e n t # 1 4 5 Com p o n e n t # 1 4 6 Com p o n e n t # 1 4 7 Com p o n e n t # 1 4 8 Com p o n e n t # 1 4 9 Com p o n e n t # 1 5 0 Com p o n e n t # 1 5 1 Com p o n e n t # 1 5 2 Com p o n e n t # 1 5 3 Com p o n e n t # 1 5 4 Com p o n e n t # 1 5 5 Com p o n e n t # 1 5 6 Com p o n e n t # 1 5 7 Com p o n e n t # 1 5 8 Com p o n e n t # 1 5 9 Com p o n e n t # 1 6 0 Com p o n e n t # 1 6 1 Com p o n e n t # 1 6 2 Com p o n e n t # 1 6 3 Com p o n e n t # 1 6 4 Com p o n e n t # 1 6 5 Com p o n e n t # 1 6 6 Com p o n e n t # 1 6 7 Com p o n e n t # 1 6 8 Com p o n e n t # 1 6 9 Com p o n e n t # 1 7 0 Com p o n e n t # 1 7 1 Com p o n e n t # 1 7 2 Com p o n e n t # 1 7 3 Com p o n e n t # 1 7 4 Com p o n e n t # 1 7 5 Com p o n e n t # 1 7 6 Com p o n e n t # 1 7 7 Com p o n e n t # 1 7 8 Com p o n e n t # 1 7 9 Com p o n e n t # 1 8 0 Com p o n e n t # 1 8 1 Com p o n e n t # 1 8 2 Com p o n e n t # 1 8 3 Com p o n e n t # 1 8 4 Com p o n e n t # 1 8 5 Com p o n e n t # 1 8 6 Com p o n e n t # 1 8 7 Com p o n e n t # 1 8 8 Com p o n e n t # 1 8 9 Com p o n e n t # 1 9 0 Com p o n e n t # 1 9 1 Com p o n e n t # 1 9 2 Com p o n e n t # 1 9 3 Com p o n e n t # 1 9 4 Com p o n e n t # 1 9 5 Com p o n e n t # 1 9 6 Com p o n e n t # 1 9 7 Com p o n e n t # 1 9 8 Com p o n e n t # 1 9 9 Com p o n e n t # 2 0 0 Com p o n e n t # 2 0 1 Com p o n e n t # 2 0 2 Com p o n e n t # 2 0 3 Com p o n e n t # 2 0 4 Com p o n e n t # 2 0 5 Com p o n e n t # 2 0 6 Com p o n e n t # 2 0 7 Com p o n e n t # 2 0 8 Com p o n e n t # 2 0 9 Com p o n e n t # 2 1 0 Com p o n e n t # 2 1 1 Com p o n e n t # 2 1 2 Com p o n e n t # 2 1 3 Com p o n e n t # 2 1 4 Com p o n e n t # 2 1 5 Com p o n e n t # 2 1 6 Com p o n e n t # 2 1 7 Com p o n e n t # 2 1 8 Com p o n e n t # 2 1 9 Com p o n e n t # 2 2 0 Com p o n e n t # 2 2 1 Com p o n e n t # 2 2 2 Com p o n e n t # 2 2 3 Com p o n e n t # 2 2 4 Com p o n e n t # 2 2 5 Com p o n e n t # 2 2 6 Com p o n e n t # 2 2 7 Com p o n e n t # 2 2 8 Com p o n e n t # 2 2 9 Com p o n e n t # 2 3 0 Com p o n e n t # 2 3 1 Com p o n e n t # 2 3 2 Com p o n e n t # 2 3 3 Com p o n e n t # 2 3 4 Com p o n e n t # 2 3 5 Com p o n e n t # 2 3 6 Com p o n e n t # 2 3 7 Com p o n e n t # 2 3 8 Com p o n e n t # 2 3 9 Com p o n e n t # 2 4 0 Com p o n e n t # 2 4 1 Com p o n e n t # 2 4 2 Com p o n e n t # 2 4 3 Com p o n e n t # 2 4 4 Com p o n e n t # 2 4 5 Com p o n e n t # 2 4 6 Com p o n e n t # 2 4 7 Com p o n e n t # 2 4 8 Com p o n e n t # 2 4 9 Com p o n e n t # 2 5 0 Com p o n e n t # 2 5 1 Com p o n e n t # 2 5 2 Com p o n e n t # 2 5 3 Com p o n e n t # 2 5 4 Com p o n e n t # 2 5 5 Com p o n e n t # 2 5 6 Com p o n e n t # 2 5 7 Com p o n e n t # 2 5 8 Com p o n e n t # 2 5 9 Com p o n e n t # 2 6 0 Com p o n e n t # 2 6 1 Com p o n e n t # 2 6 2 Com p o n e n t # 2 6 3 Com p o n e n t # 2 6 4 Com p o n e n t # 2 6 5 Com p o n e n t # 2 6 6 Com p o n e n t # 2 6 7 Com p o n e n t # 2 6 8 Com p o n e n t # 2 6 9 Com p o n e n t # 2 7 0 Component#276Component#272Component#273Component#274Component#275 Component#276Component#272Component#273Component#274Component#275 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 9 8 Com p o n e n t # 2 8 2 Com p o n e n t # 2 8 3 Com p o n e n t # 2 8 4 Com p o n e n t # 2 8 5 Com p o n e n t # 2 8 6 Com p o n e n t # 2 8 7 Com p o n e n t # 2 8 8 Com p o n e n t # 2 8 9 Com p o n e n t # 2 9 0 Com p o n e n t # 2 9 1 Com p o n e n t # 2 9 2 Com p o n e n t # 2 9 3 Com p o n e n t # 2 9 4 Com p o n e n t # 2 9 5 Com p o n e n t # 2 9 6 Com p o n e n t # 2 9 7 Com p o n e n t # 2 9 9 Com p o n e n t # 3 0 0 Com p o n e n t # 3 0 1 Com p o n e n t # 3 0 2 Co m p o n e n t # 2 9 9 C o m p o n e n t # 3 0 0 C o m p o n e n t # 3 0 1 C o m p o n e n t # 3 0 2 Component#130 Component#131 Component#132 Component#133 Component#134 Component#135 Component#136 Component#137 Component#138 Component#139 Component#140 Component#141 Component#142 Component#143 Component#144 Component#145 Component#146 Component#147 Component#148 Component#149 Component#150 Component#151 Component#152 Component#153 Component#154 Component#155 Component#156 Component#157 Component#158 Component#159 Component#160 Component#161 Component#162 Component#163 Component#164 Component#165 Component#166 Component#167 Component#168 Component#169 Component#170 Component#171 Component#172 Component#173 Component#174 Component#175 Component#176 Component#177 Component#178 Component#179 Component#180 Component#181 Component#182 Component#183 Component#184 Component#185 Component#186 Component#187 Component#188 Component#189 Component#190 Component#191 Component#192 Component#193 Component#194 Component#195 Component#196 Component#197 Component#198 Component#199 Component#200 Component#201 Component#202 Component#203 Component#204 Component#205 Component#206 Component#207 Component#208 Component#209 Component#210 Component#211 Component#212 Component#213 Component#214 Component#215 Component#216 Component#217 Component#218 Component#219 Component#220 Component#221 Component#222 Component#223 Component#224 Component#225 Component#226 Component#227 Component#228 Component#229 Component#230 Component#231 Component#232 Component#233 Component#234 Component#235 Component#236 Component#237 Component#238 Component#239 Component#240 Component#241 Component#242 Component#243 Component#244 Component#245 Component#246 Component#247 Component#248 Component#249 Component#250 Component#251 Component#252 Component#253 Component#254 Component#255 Component#256 Component#257 Component#258 Component#259 Component#260 Component#261 Component#262 Component#263 Component#264 Component#265 Component#266 Component#267 Component#268 Component#269 Component#270 Com p o n e n t # 2 7 6 Com p o n e n t # 2 7 2 Com p o n e n t # 2 7 3 Com p o n e n t # 2 7 4 Com p o n e n t # 2 7 5 Com p o n e n t # 2 7 6 Com p o n e n t # 2 7 2 Com p o n e n t # 2 7 3 Com p o n e n t # 2 7 4 Com p o n e n t # 2 7 5 Component#277 Component#278 Component#279 Component#280 Component#281 Component#277 Component#278 Component#279 Component#280 Component#281Component#298 Component#282 Component#283 Component#284 Component#285 Component#286 Component#287 Component#288 Component#289 Component#290 Component#291 Component#292 Component#293 Component#294 Component#295 Component#296 Component#297 Component#299 Component#300 Component#301 Component#302 Component#299Component#300Component#301Component#302 Component#130 Component#131 Component#132 Component#133 Component#134 Component#135 Component#136 Component#137 Component#138 Component#139 Component#140 Component#141 Component#142 Component#143 Component#144 Component#145 Component#146 Component#147 Component#148 Component#149 Component#150 Component#151 Component#152 Component#153 Component#154 Component#155 Component#156 Component#157 Component#158 Component#159 Component#160 Component#161 Component#162 Component#163 Component#164 Component#165 Component#166 Component#167 Component#168 Component#169 Component#170 Component#171 Component#172 Component#173 Component#174 Component#175 Component#176 Component#177 Component#178 Component#179 Component#180 Component#181 Component#182 Component#183 Component#184 Component#185 Component#186 Component#187 Component#188 Component#189 Component#190 Component#191 Component#192 Component#193 Component#194 Component#195 Component#196 Component#197 Component#198 Component#199 Component#200 Component#201 Component#202 Component#203 Component#204 Component#205 Component#206 Component#207 Component#208 Component#209 Component#210 Component#211 Component#212 Component#213 Component#214 Component#215 Component#216 Component#217 Component#218 Component#219 Component#220 Component#221 Component#222 Component#223 Component#224 Component#225 Component#226 Component#227 Component#228 Component#229 Component#230 Component#231 Component#232 Component#233 Component#234 Component#235 Component#236 Component#237 Component#238 Component#239 Component#240 Component#241 Component#242 Component#243 Component#244 Component#245 Component#246 Component#247 Component#248 Component#249 Component#250 Component#251 Component#252 Component#253 Component#254 Component#255 Component#256 Component#257 Component#258 Component#259 Component#260 Component#261 Component#262 Component#263 Component#264 Component#265 Component#266 Component#267 Component#268 Component#269 Component#270 Com p o n e n t # 2 7 6 Com p o n e n t # 2 7 2 Com p o n e n t # 2 7 3 Com p o n e n t # 2 7 4 Com p o n e n t # 2 7 5 Com p o n e n t # 2 7 6 Com p o n e n t # 2 7 2 Com p o n e n t # 2 7 3 Com p o n e n t # 2 7 4 Com p o n e n t # 2 7 5 Component#277 Component#278 Component#279 Component#280 Component#281 Component#277 Component#278 Component#279 Component#280 Component#281Component#298 Component#282 Component#283 Component#284 Component#285 Component#286 Component#287 Component#288 Component#289 Component#290 Component#291 Component#292 Component#293 Component#294 Component#295 Component#296 Component#297 Component#299 Component#300 Component#301 Component#302 Component#299Component#300Component#301Component#302 Com p o n e n t # 1 3 0 Com p o n e n t # 1 3 1 Com p o n e n t # 1 3 2 Com p o n e n t # 1 3 3 Com p o n e n t # 1 3 4 Com p o n e n t # 1 3 5 Com p o n e n t # 1 3 6 Com p o n e n t # 1 3 7 Com p o n e n t # 1 3 8 Com p o n e n t # 1 3 9 Com p o n e n t # 1 4 0 Com p o n e n t # 1 4 1 Com p o n e n t # 1 4 2 Com p o n e n t # 1 4 3 Com p o n e n t # 1 4 4 Com p o n e n t # 1 4 5 Com p o n e n t # 1 4 6 Com p o n e n t # 1 4 7 Com p o n e n t # 1 4 8 Com p o n e n t # 1 4 9 Com p o n e n t # 1 5 0 Com p o n e n t # 1 5 1 Com p o n e n t # 1 5 2 Com p o n e n t # 1 5 3 Com p o n e n t # 1 5 4 Com p o n e n t # 1 5 5 Com p o n e n t # 1 5 6 Com p o n e n t # 1 5 7 Com p o n e n t # 1 5 8 Com p o n e n t # 1 5 9 Com p o n e n t # 1 6 0 Com p o n e n t # 1 6 1 Com p o n e n t # 1 6 2 Com p o n e n t # 1 6 3 Com p o n e n t # 1 6 4 Com p o n e n t # 1 6 5 Com p o n e n t # 1 6 6 Com p o n e n t # 1 6 7 Com p o n e n t # 1 6 8 Com p o n e n t # 1 6 9 Com p o n e n t # 1 7 0 Com p o n e n t # 1 7 1 Com p o n e n t # 1 7 2 Com p o n e n t # 1 7 3 Com p o n e n t # 1 7 4 Com p o n e n t # 1 7 5 Com p o n e n t # 1 7 6 Com p o n e n t # 1 7 7 Com p o n e n t # 1 7 8 Com p o n e n t # 1 7 9 Com p o n e n t # 1 8 0 Com p o n e n t # 1 8 1 Com p o n e n t # 1 8 2 Com p o n e n t # 1 8 3 Com p o n e n t # 1 8 4 Com p o n e n t # 1 8 5 Com p o n e n t # 1 8 6 Com p o n e n t # 1 8 7 Com p o n e n t # 1 8 8 Com p o n e n t # 1 8 9 Com p o n e n t # 1 9 0 Com p o n e n t # 1 9 1 Com p o n e n t # 1 9 2 Com p o n e n t # 1 9 3 Com p o n e n t # 1 9 4 Com p o n e n t # 1 9 5 Com p o n e n t # 1 9 6 Com p o n e n t # 1 9 7 Com p o n e n t # 1 9 8 Com p o n e n t # 1 9 9 Com p o n e n t # 2 0 0 Com p o n e n t # 2 0 1 Com p o n e n t # 2 0 2 Com p o n e n t # 2 0 3 Com p o n e n t # 2 0 4 Com p o n e n t # 2 0 5 Com p o n e n t # 2 0 6 Com p o n e n t # 2 0 7 Com p o n e n t # 2 0 8 Com p o n e n t # 2 0 9 Com p o n e n t # 2 1 0 Com p o n e n t # 2 1 1 Com p o n e n t # 2 1 2 Com p o n e n t # 2 1 3 Com p o n e n t # 2 1 4 Com p o n e n t # 2 1 5 Com p o n e n t # 2 1 6 Com p o n e n t # 2 1 7 Com p o n e n t # 2 1 8 Com p o n e n t # 2 1 9 Com p o n e n t # 2 2 0 Com p o n e n t # 2 2 1 Com p o n e n t # 2 2 2 Com p o n e n t # 2 2 3 Com p o n e n t # 2 2 4 Com p o n e n t # 2 2 5 Com p o n e n t # 2 2 6 Com p o n e n t # 2 2 7 Com p o n e n t # 2 2 8 Com p o n e n t # 2 2 9 Com p o n e n t # 2 3 0 Com p o n e n t # 2 3 1 Com p o n e n t # 2 3 2 Com p o n e n t # 2 3 3 Com p o n e n t # 2 3 4 Com p o n e n t # 2 3 5 Com p o n e n t # 2 3 6 Com p o n e n t # 2 3 7 Com p o n e n t # 2 3 8 Com p o n e n t # 2 3 9 Com p o n e n t # 2 4 0 Com p o n e n t # 2 4 1 Com p o n e n t # 2 4 2 Com p o n e n t # 2 4 3 Com p o n e n t # 2 4 4 Com p o n e n t # 2 4 5 Com p o n e n t # 2 4 6 Com p o n e n t # 2 4 7 Com p o n e n t # 2 4 8 Com p o n e n t # 2 4 9 Com p o n e n t # 2 5 0 Com p o n e n t # 2 5 1 Com p o n e n t # 2 5 2 Com p o n e n t # 2 5 3 Com p o n e n t # 2 5 4 Com p o n e n t # 2 5 5 Com p o n e n t # 2 5 6 Com p o n e n t # 2 5 7 Com p o n e n t # 2 5 8 Com p o n e n t # 2 5 9 Com p o n e n t # 2 6 0 Com p o n e n t # 2 6 1 Com p o n e n t # 2 6 2 Com p o n e n t # 2 6 3 Com p o n e n t # 2 6 4 Com p o n e n t # 2 6 5 Com p o n e n t # 2 6 6 Com p o n e n t # 2 6 7 Com p o n e n t # 2 6 8 Com p o n e n t # 2 6 9 Com p o n e n t # 2 7 0 Component#276Component#272Component#273Component#274Component#275 Component#276Component#272Component#273Component#274Component#275 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 7 7 Com p o n e n t # 2 7 8 Com p o n e n t # 2 7 9 Com p o n e n t # 2 8 0 Com p o n e n t # 2 8 1 Com p o n e n t # 2 9 8 Com p o n e n t # 2 8 2 Com p o n e n t # 2 8 3 Com p o n e n t # 2 8 4 Com p o n e n t # 2 8 5 Com p o n e n t # 2 8 6 Com p o n e n t # 2 8 7 Com p o n e n t # 2 8 8 Com p o n e n t # 2 8 9 Com p o n e n t # 2 9 0 Com p o n e n t # 2 9 1 Com p o n e n t # 2 9 2 Com p o n e n t # 2 9 3 Com p o n e n t # 2 9 4 Com p o n e n t # 2 9 5 Com p o n e n t # 2 9 6 Com p o n e n t # 2 9 7 Com p o n e n t # 2 9 9 Com p o n e n t # 3 0 0 Com p o n e n t # 3 0 1 Com p o n e n t # 3 0 2 Co m p o n e n t # 2 9 9 C o m p o n e n t # 3 0 0 C o m p o n e n t # 3 0 1 C o m p o n e n t # 3 0 2 T T IDD6SU-12 IDD6SU-12 IDD6SU-12 ID D 6 S U - 8 I D D 6 S U - 8 RL N - 4 RL N - 5 R L N - 5 RL N - 3 RL N - 2 RL N - 2 R L N - 2 RL N - 2 RL N - 2 RL N - 2 RL N - 2 RL N - 2 RL N - 2 RL N - 2 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RLNI-5 RL N - 2 RL N - 5 R L N - 5 ID D 5 S U - 1 2 I D D 5 S U - 1 2 I D D 5 S U - 1 2 I D D 5 S U - 1 2 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12IDD5SU-12IDD5SU-12 ID 5 N L - 8 ID 5 N L - 8 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12IDD5SU-12IDD5SU-12 ID 5 N L - 8 ID 5 N L - 8 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12IDD5SU-12IDD5SU-12 ID 5 N L - 8 ID 5 N L - 8 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12 IDD5SU-12 DD5X-12ULEPDD5X-12ULEPDD5X-12ULEP M5X-8EPM5X-8EP M5X-12EP M5X-12EP FW E G FW E G FW E G FW E G FW E G FW E G FW-8G FW-8G FW-8G D5 X - 1 2 L E P D5 X - 1 2 L E P D5 X - 1 2 L E P Q1 S S - 8 RQ1SS-8RESGMS-8ESGMS-12 ESG MS-12 CD E PWW-12E PWW-12E PW E - E PW E - E PW E - E PW E - E D5 X - 6 L E P D5X-8LEPD5X-12LEPD5X-12LEPD5X-12LEP D5X-6LEP D5 X - 1 2 L E P D5 X - 1 2 L E P D5 X - 1 2 L E P D 5 X - 1 2 L E P ID D 5 S U - 8 I D D 5 S U - 8 I D D 5 S U - 1 2 I D D 5 S U - 1 2 RL N - 5 R L N - 5 R L N - 5 RDE 02/13PSC RDE 02/13PSC R D E 02 / 1 3 PSC E D R E D RE D R E D R CAP #POINT OF EGRESS AND EGRESS CAPACITY CODE KEY PLAN ILLUMINATED EXIT SIGN 1 2 3 4 5 6 7 8 8.42.1 2.72.2 5.4 5.6 6.4 8.1 8.2 A B C D E F G H B.8 C.2 LO N G ES T D I A G ON A L DI S T A N C E = 5 9 8'-4 7 /8 " 178' 179' 194' 250' 209' 158' 188' 179' 250' 250' 128' 108' 180' 240' 0.90.820.80.70.60.5 X.4 190' FREEZER DIRECTORS OFFICE HR OFFICE OFFICE BACK OF HOUSE MANAGERS OFFICE DEPT HEADS OFFICE MEETING ROOM EMPLOYEE LOUNGE MEAT COOLERDAIRY COOLERSTORAGE SERVICE SEAFOODSERVICE MEAT SEAFOOD COOLER STORAGE BAKERY BAKERY COOLERBAKERY FREEZER REDEMPTION AREA BACK OF HOUSE BACKROOM OFFICERoom PRODUCE COOLER PRODUCE TRIM FOOD SERVICE COOLER FOOD PREP STORAGE FOOD SERVICE FREEZER FOOD PREP PREPPED FOOD COOLER COOLER DINING MEN WOMEN STORAGE ENTRY MEALTIME ENTRYCART STORAGE ENTRY UTILITY FRONT END COMM ROOM CASHSTORAGE SALES FLOOR MEN MEN MENFAMILY MOTHERS ROOM MENWOMEN WOMEN CUSTOMER SERVICE PHARMACY CONSULT STORAGE WINE & SPIRITS STORAGE WALK-IN BEER COOLER COMM ROOM FLORAL COOLER DELICATESSEN COOLER BAKERY WASH ROOM SECONDARY VESTIBULE 435 OCC 435 OCC 765 OCC 540 OCC 340 OCC CONSULT 43 5 O C C 1 6 5 O C C 165 OCC 145' ENTRY HUMIDOR 16 5 O C C 250' UNISEX 16 5 O C C WOMENWOMEN 195 OCC 2 0 0 O C C30 2115191 70 68 65 64 55 47 43 23 29 3-HOUR RATED WALL 43 5 O C C 16 5 O C C SPORTS SHOP FITTING ROOM 1) APPLICABLE CODES BUILDING CODE:2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) MECHANICAL CODE:2018 INTERNATIONAL MECHANICAL CODE (IMC) PLUMBING CODE:2018 UNIFORM PLUMBING CODE (UPC) ELECTRIC CODE:2020 NATIONAL ELECTRICAL CODE (NEC) FIRE CODE:2018 INTERNATIONAL FIRE CODE (IFC) ACCESSIBILITY CODE:2009 ICC A117.1 ENERGY CODE:2012 INTERNATIONAL ENERGY CONSERVATION CODE FUEL / GAS CODE:2018 INTERNATIONAL FUEL GAS CODE 2) DEFERRED SUBMITTALS FIRE PROTECTION SYSTEM SHOP DRAWINGS FIRE ALARM SYSTEM SHOP DRAWINGS 3) USE GROUP: M 4) TYPE OF CONSTRUCTION: II-B -UNLIMITED 5) THIS BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 6) MIXED OCCUPANTS A2 -BREAK ROOM AND FOOD TENANT -ACCESSORY USE B -OFFICE, CUSTOMER SERVICE, PHARMACY, BAR -ACCESSORY USE F-1 -FOOD PREP AREAS (DELI, BAKERY, MEAT, PRODUCE) -ACCESSORY USE M -RETAIL SALES -MIXED USE S1 -RECEIVING, STOCK/STORAGE ROOMS, COOLERS/FREEZERS -STORAGE AREAS (MIXED USE) 7) ALLOWABLE AREA: A) ALLOWABLE TABULAR AREA -UNLIMITED (NORTH WALL OF ADDITION IS RATED 3-HOURS DUE TO 50'-0" DISTANCE TO PROPERTY LINE) B) ENTIRE BUILDING IS FULLY SPRINKLERED 8) ACTUAL BUILDING AREA: A) EXISTING FOOTPRINT AREA (MAIN LEVEL) = 90,057 SF B) NEW FOOTPRINT AREA (MAIN LEVEL) = 31,031 sf C) TOTAL FOOTPRINT BUILDING AREA AFTER ADDITION = 121,088 SF D) EXISTING MEZZANINE AREA = 667 SF 9) OCCUPANT LOAD: TABLE 1004.5 10) EXIT REQUIREMENTS A) (4) EXITS REQUIRED (SECTION 1006.3.2) -(11) PUBLIC & (4) EMPLOYEE PROVIDED B) 250' MAXIMUM TRAVEL (TABLE 1017.2) C) LIQUOR STORE TOTAL OCCUPANT EXIT = 600 OCCUPANTS 1) INCHES LEVEL EXIT @ EXIT #70 = 87" / 0.2 = 435 OCCUPANTS 2) INCHES LEVEL EXIT @ EXIT #68 = 33" / 0.2 =165 OCCUPANTS D) GROCERY STORE TOTAL OCCUPANT EXIT =2,100 OCCUPANTS 1) INCHES LEVEL EXIT @ EXIT #1 = 87" / 0.2 =435 OCCUPANTS 2) INCHES LEVEL EXIT @ EXIT #15 = 153" / 0.2 =765 OCCUPANTS 3) INCHES LEVEL EXIT @ EXIT #19 = 108" / 0.2 =540 OCCUPANTS 4) INCHES LEVEL EXIT @ EXIT #43 = 33" / 0.2 =165 OCCUPANTS 5) INCHES LEVEL EXIT @ EXIT #47 = 39" / 0.2 =195 OCCUPANTS E) MARKET GRILL TOTAL OCCUPANT EXIT =670 OCCUPANTS 1) INCHES LEVEL EXIT @ EXIT #21 = 68" / 0.2 =340 OCCUPANTS 2) INCHES LEVEL EXIT @ EXIT #23 = 33" / 0.2 =165 OCCUPANTS 3) INCHES LEVEL EXIT @ EXIT #29 = 33" / 0.2 =165 OCCUPANTS F) EMPLOYEE ONLY TOTAL OCCUPANT EXIT =1,180 OCCUPANTS 1) INCHES LEVEL EXIT @ EXIT #30 = 40" / 0.2 =200 OCCUPANTS 2) INCHES LEVEL EXIT @ EXIT #55 = 33" / 0.2 =165 OCCUPANTS 3) INCHES LEVEL EXIT @ EXIT #64 = 87" / 0.2 =435 OCCUPANTS 4) INCHES LEVEL EXIT @ EXIT #65 = 87" / 0.2 =435 OCCUPANTS G) TOTAL COMBINED OCCUPANT EXIT PROVIDED =4,550 OCCUPANTS H) TOTAL ACCESSIBLE EXITS (PER ADA): 2 REQUIRED, 9 PROVIDED 11) TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE: 250 FT 12) PLUMBING FIXTURE COUNTS PER TABLE 403.1 (IPC) AND CHAPTER 29 (IBC) TOTAL BUILDING OCCUPANT LOAD:1745 LOAD DISTRIBUTION: 50% MALE, 50% FEMALE DISTRIBUTION COUNT: 873 MALE & 873 FEMALE LAVATORIES REQUIRED: MALE LAVATORIES:4 (6 PROVIDED) FEMALE LAVATORIES:4 (6 PROVIDED) WATER CLOSETS REQUIRED: MALE WATER CLOSETS:6 (5 PROVIDED) FEMALE WATER CLOSETS:6 (5 PROVIDED) UNISEX/FAMILY WATER CLOSETS:0 (2 PROVIDED) PER INTERNATIONAL PLUMBING CODE (IPC) TABLE 419.2 URINALS CAN BE SUBSTITUTED UP TO 50 PERCENT OF THE REQUIRED WATER CLOSETS DRINKING FOUNTAINS: 3 REQUIRED, 2 PROVIDED (HI-LOW) + WATER AT SEATING AREA CODE ANALYSIS 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 W E 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 Architect of Record: Trevor Tyson Holcomb Kansas City Bentonville San Francisco Philadelphia Atlanta Miami 8131 Metcalf Ave Suite 300 Overland Park, KS 66204 Tel: 913-262-9095 Fax: 913-262-9044 Phoenix BRR Architecture, Inc PROFESSIONAL SEAL Los Angeles Austin Chicago PROJECT MANAGER CHECKED BY: As indicated 2022-02-15 4:34:33 PM G0.0 FEBRUARY 2022 63000988 IS CODE ANALYSIS PLAN 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 SL SCALE:1/16" = 1'-0" MAIN LEVEL CODE ANALYSIS PLAN1 OCCUPANT LOAD SCHEDULE Name Area Occupancy Load Factor Occupant Load Occupancy Width Factor Required Width MEAT COOLER 401 SF 300 SF 2 0.2 0.4" STORAGE 400 SF 300 SF 2 0.2 0.4" PRODUCE COOLER 582 SF 300 SF 2 0.2 0.4" DAIRY COOLER 745 SF 300 SF 3 0.2 0.6" FOOD SERVICE COOLER 772 SF 300 SF 3 0.2 0.6" STORAGE 862 SF 300 SF 3 0.2 0.6" WALK-IN BEER COOLER 943 SF 300 SF 4 0.2 0.8" BACK OF HOUSE 3585 SF 300 SF 12 0.2 2.4" BACK OF HOUSE 13178 SF 300 SF 44 0.2 8.8" 1745 349.0" OCCUPANT LOAD SCHEDULE Name Area Occupancy Load Factor Occupant Load Occupancy Width Factor Required Width MOTHERS ROOM 66 SF 60 SF 2 0.2 0.4" MEN 64 SF 60 SF 2 0.2 0.4" ENTRY 129 SF 60 SF 3 0.2 0.6" ENTRY 287 SF 60 SF 5 0.2 1.0" CUSTOMER SERVICE 316 SF 60 SF 6 0.2 1.2" ENTRY 388 SF 60 SF 7 0.2 1.4" CART STORAGE 492 SF 60 SF 9 0.2 1.8" SECONDARY VESTIBULE 552 SF 60 SF 10 0.2 2.0" SPORTS SHOP 967 SF 60 SF 17 0.2 3.4" WINE & SPIRITS 7153 SF 60 SF 120 0.2 24.0" SALES FLOOR 65633 SF 60 SF 1094 0.2 218.8" S-1 - STORAGE SEAFOOD COOLER 56 SF 300 SF 1 0.2 0.2" STORAGE 113 SF 300 SF 1 0.2 0.2" BAKERY COOLER 91 SF 300 SF 1 0.2 0.2" BAKERY FREEZER 208 SF 300 SF 1 0.2 0.2" REDEMPTION AREA 237 SF 300 SF 1 0.2 0.2" Room 131 SF 300 SF 1 0.2 0.2" FOOD SERVICE FREEZER 236 SF 300 SF 1 0.2 0.2" PREPPED FOOD COOLER 72 SF 300 SF 1 0.2 0.2" COOLER 73 SF 300 SF 1 0.2 0.2" STORAGE 53 SF 300 SF 1 0.2 0.2" UTILITY 264 SF 300 SF 1 0.2 0.2" FRONT END COMM ROOM 94 SF 300 SF 1 0.2 0.2" CASH 86 SF 300 SF 1 0.2 0.2" STORAGE 36 SF 300 SF 1 0.2 0.2" STORAGE 53 SF 300 SF 1 0.2 0.2" STORAGE 215 SF 300 SF 1 0.2 0.2" COMM ROOM 112 SF 300 SF 1 0.2 0.2" FLORAL COOLER 55 SF 300 SF 1 0.2 0.2" DELICATESSEN COOLER 100 SF 300 SF 1 0.2 0.2" HUMIDOR 67 SF 300 SF 1 0.2 0.2" FREEZER 531 SF 300 SF 2 0.2 0.4" OCCUPANT LOAD SCHEDULE Name Area Occupancy Load Factor Occupant Load Occupancy Width Factor Required Width A-2 - ASSEMBLY MEN 45 SF 15 SF 3 0.2 0.6" WOMEN 45 SF 15 SF 3 0.2 0.6" MEETING ROOM 748 SF 15 SF 50 0.2 10.0" DINING 3000 SF 15 SF 201 0.2 40.2" B - BUSINESS HR OFFICE 145 SF 150 SF 1 0.2 0.2" CONSULT 93 SF 150 SF 1 0.2 0.2" CONSULT 90 SF 150 SF 1 0.2 0.2" UNISEX 57 SF 150 SF 1 0.2 0.2" DIRECTORS OFFICE 201 SF 150 SF 2 0.2 0.4" MANAGERS OFFICE 204 SF 150 SF 2 0.2 0.4" BACKROOM OFFICE 212 SF 150 SF 2 0.2 0.4" OFFICE 422 SF 150 SF 3 0.2 0.6" DEPT HEADS OFFICE 481 SF 150 SF 4 0.2 0.8" PHARMACY 1037 SF 150 SF 7 0.2 1.4" EMPLOYEE LOUNGE 464 SF 15 SF 31 0.2 6.2" F-1 - FOOD PREP FOOD PREP 123 SF 200 SF 1 0.2 0.2" BAKERY WASH ROOM 138 SF 200 SF 1 0.2 0.2" PRODUCE TRIM 519 SF 200 SF 3 0.2 0.6" SERVICE SEAFOOD 659 SF 200 SF 4 0.2 0.8" SERVICE MEAT 1156 SF 200 SF 6 0.2 1.2" MEALTIME 1257 SF 200 SF 7 0.2 1.4" BAKERY 1633 SF 200 SF 9 0.2 1.8" FOOD PREP 3491 SF 200 SF 18 0.2 3.6" M - MERCANTILE MEN 50 SF 60 SF 1 0.2 0.2" MEN 50 SF 60 SF 1 0.2 0.2" FAMILY 60 SF 60 SF 1 0.2 0.2" WOMEN 50 SF 60 SF 1 0.2 0.2" WOMEN 59 SF 60 SF 1 0.2 0.2" WOMEN 57 SF 60 SF 1 0.2 0.2" WOMEN 57 SF 60 SF 1 0.2 0.2" FITTING ROOM 56 SF 60 SF 1 0.2 0.2" ENTRY 60 SF 60 SF 2 0.2 0.4" MEN 67 SF 60 SF 2 0.2 0.4" EXISTING STORE TO REMAIN IN CURRENT COMPLIANT CONDITION 0" NEW AISLES ONLINE CANOPY NEW "WINE & SPIRITS" SIGN NEW "JOE FRESH" SIGN REMOVE "RX & GROCERY DRIVE UP" AND ADD "PHARMACY DRIVE-UP" ADDITION WITH EIFS AND BRICK TO MATCH EXISTING NEW "DSW" SIGNNEW "THE SPORTS SHOP" SIGN NEW WINDOW GLAZING T.O. CANOPY +14'-0" T.O. PARAPET +27'-5" T.O. PARAPET 30'-0" 30 ' - 0 " 27 ' - 5 " EXISTING "MERCY CLINICS" SIGN REMOVED EXISTING "FOOD" SIGN TO REMAIN EXISTING "HY-VEE" SIGN TO REMAIN EXISTING "MARKET GRILLE" SIGN REMOVED EXISTING "PHARMACY" SIGN TO REMAIN OPAQUE WINDOW FILM 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 W E 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 Architect of Record: Trevor Tyson Holcomb Kansas City Bentonville San Francisco Philadelphia Atlanta Miami 8131 Metcalf Ave Suite 300 Overland Park, KS 66204 Tel: 913-262-9095 Fax: 913-262-9044 Phoenix BRR Architecture, Inc PROFESSIONAL SEAL Los Angeles Austin Chicago PROJECT MANAGER CHECKED BY: 3/32" = 1'-0" 2/16/2022 1:51:26 PM P1 FEBRUARY 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 ELEVATION1 SCALE:3/32" = 1'-0" SOUTH ELEVATION A2 SCALE:3/32" = 1'-0" SOUTH ELEVATION B3 MATERIALS AT PROPOSED BUILDING ADDITION: 34% BRICK 30% EIFS 26% ARCHITECTURALLY FINISHED PRECAST CONCRETE PANEL 10% GLAZING ADDITION WITH EIFS AND BRICK TO MATCH EXISTING NEW AISLES ONLINE CANOPY T.O. CANOPY +14'-6" T.O. PARAPET +22'-3" T.O. PARAPET +27'-5" NEW AISLES ONLINE SIGN NEW ENTRANCE AND EXIT ADDED NEW WINDOW GLAZING ADDITION WITH EIFS AND BRICK TO MATCH EXISTINGNEW AISLES ONLINE CANOPY T.O. PARAPET +22'-3" T.O. PARAPET +27'-5" T.O. CANOPY +14'-6" DATE:DRAWN BY: SCALE: JOB NUMBER: SHEET: NORTH EM P L O Y E E O W N E D H Y - V E E , I N C . 58 2 0 W E S T O W N P A R K W A Y W E 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 Architect of Record: Trevor Tyson Holcomb Kansas City Bentonville San Francisco Philadelphia Atlanta Miami 8131 Metcalf Ave Suite 300 Overland Park, KS 66204 Tel: 913-262-9095 Fax: 913-262-9044 Phoenix BRR Architecture, Inc PROFESSIONAL SEAL Los Angeles Austin Chicago PROJECT MANAGER CHECKED BY: 3/32" = 1'-0" 2/16/2022 1:51:36 PM P2 FEBRUARY 2022 63000988 Author PLANNING SUBMITTAL- EXTERIOR ELEVATION B 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" NORTH ELEVATION A1 SCALE:3/32" = 1'-0" NORTH ELEVATION B2 SCALE:3/32" = 1'-0" WEST ELEVATION3 THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR HY-VEE WAUKEE 2022 EXPANSION (1005 EAST 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 2022 Expansion, subject to remaining staff comments on March 29, 2022; AND, WHEREAS, the Site Plan for Hy-Vee Waukee 2022 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 2022 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 4th day of February, 2022 that the Site Plan for Hy-Vee Waukee 2022 Expansion is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair