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HomeMy WebLinkAbout2026-02-02 I07 Charlotte's Kitchen_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: February 2, 2026 AGENDA ITEM: Consideration of approval of resolution approving a site plan for Charlotte’s Kitchen (1165 SE University Avenue) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial building. The property is located north of SE University Avenue and east of SE Alice’s Road, containing 1.03-acres. The project includes the construction of a single-story restaurant building. The building is 2,425 square feet in area and 22-feet in height. The site includes a drive-through lane. A trash enclosure is shown at the north side of the site, a detached structure for an employee shelter is shown to the north of the building to assist with drive-through ordering, and an outdoor patio is shown south of the building. A monument sign is proposed at the southwest corner of the site, off of SE University Avenue. There are several existing accesses into the site. One access is provided directly into the site from SE University Avenue along the south. No new accesses are proposed. A pedestrian connection will be provided into the site from the trail along SE University Avenue. A total of 37 parking spaces are required and they are providing 46 spaces, including 2 accessible stalls. The required number of queuing spaces are being provided for the drive-through. Public utilities are provided to the site. Storm water detention will be provided with the existing pond located off-site, to the west of this site. A minimum of 20% of the site is required to be open space, they are providing 27%. They are providing the required amount of plantings. The building elevations are proposed to be constructed of mostly stone veneer and wood look insulated wall panels. The trash enclosure and employee shed will be constructed of the same stone veneer as the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on January 27, 2026, and recommended approval: Approval of a Site Plan for Charlotte’s Kitchen (1165 SE University Avenue) I7 Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial building, as requested by Chicken Coop Real Estate, LLC and Charlotte’s Kitchen LLC, represented by Rick Baumhover of Bishop Engineering. The property is generally located north of SE University Avenue and east of SE Alice’s road, containing approximately 1.03 acres. The location was platted as part of Williams Pointe Plat 5 in 2015. This is the only undeveloped lot remaining within that plat. The project includes the construction of a single-story restaurant building for Charlotte’s Kitchen. The building is 2,425 square feet in area and 22 feet in height. The site includes a drive-through lane located along the north and west sides of the building. A trash enclosure is shown at the north side of the site, a detached structure for an employee shelter is shown to the north of the proposed building to assist with the drive-through orders, and an outdoor patio is shown to the south of the building. A monument sign is shown at the southwest corner of the site, off of SE University Avenue. There are several existing private accesses into this site from the surrounding properties. There is one existing access directly into the site from SE University Avenue along the south. No new accesses are proposed. A pedestrian connection will be provided into the site from the trail along SE University Avenue. Several internal sidewalks will provide access around the building and parking lot areas. A total of 37 parking spaces are required for the proposed site plan. The total amount of parking proposed is 46 spaces including two accessible stalls. The required number of queueing spaces for the drive-through are being provided as well. This site will be serviced with all public utilities. Storm water detention is provided with a regional detention basin located to the west of the subject site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 27%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of stone veneer and wood look insulated wall panels. The trash enclosure will be constructed of the same stone veneer as the building, with metal gates. The detached employee shelter for the drive-through is proposed to be constructed of stone veneer to match the building. The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of uses that would serve the community and are located along minor or major arterials. The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Charlotte’s Kitchen, subject to remaining staff comments. Discussion as follows: • General discussion of entrances to the site and queueing stalls • Marty Barkley, of Accurate Development, provided information related to queueing design directing customers to exits other than University Avenue • Marty also provided information on the employee shelter location and its design for use by employees with tablets taking orders and/or sheltering Motion by Commissioner Broderick for Approval of a Site Plan for Charlotte’s Kitchen (1165 SE University Avenue), seconded by Commissioner Bannister. Ayes: Broderick, Streit, Beenken, Lohse, Tuel, and Bannister. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE SITE PLAN FOR CHARLOTTE’S KITCHEN (1165 SE UNIVERSITY AVENUE) 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 Charlotte’s Kitchen, subject to remaining staff comments on February 2, 2026; AND, WHEREAS, the Site Plan for Charlotte’s Kitchen is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Charlotte’s Kitchen 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 2nd day of February, 2026, that the Site Plan for Charlotte’s Kitchen is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Charlotte’s Kitchen – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: January 23, 2026 MEETING DATE: January 27, 2026 GENERAL INFORMATION Owner: Chicken Coop Real Estate, LLC Applicant: Charlotte’s Kitchen LLC Owner’s Representative: Rick Baumhover, PE – Bishop Engineering Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located north of SE University Avenue and east of SE Alice’s Road, containing approximately 1.03 acres. Property Address: 1165 SE University Avenue AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). January 21, 2026 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Community Commercial C-1A / PD-1 (Neighborhood Commercial District / Planned Development District) North Commercial – Safe Splash Community Commercial C-1A / PD-1 (Neighborhood Commercial District / Planned Development District) South Vacant – Undeveloped Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) East Commercial – Peoples Bank Community Commercial C-1A / PD-1 (Neighborhood Commercial District / Planned Development District) West Commercial – Greater Iowa Credit Union Community Commercial C-1A / PD-1 (Neighborhood Commercial District / Planned Development District) HISTORY The subject property was platted as part of Williams Pointe Plat 15 in 2015. This is the only undeveloped lot remaining within that plat. PROJECT DESCRIPTION The project includes the construction of a single-story restaurant building for Charlotte’s Kitchen. The building is 2,425 square feet in area and 22-feet in height. The site includes a drive-through lane located along the north and west sides of the building. A trash enclosure is shown at the north side of the site, a detached structure for an employee shelter is shown to the north of the proposed building in order to assist with the drive-through orders, and an outdoor patio is shown to the south of the building. A monument sign is shown at the southwest corner of the site, off of SE University Avenue. ACCESS AND PARKING There are several existing private accesses into this site from the surrounding properties. There is one existing access directly into the site from SE University Avenue along the south. No new accesses are proposed. A pedestrian connection will be provided into the site from the trail along SE University Avenue. Several internal sidewalks will provide access around the building and parking lot areas. January 21, 2026 3 of 3 A total of 37 parking spaces are required for the proposed site plan. The total amount of parking proposed is 46 spaces including 2 accessible stalls. The required number of queuing spaces for the drive-through are being provided as well. UTILITIES This site will be serviced with all public utilities. Storm water detention is provided with a regional detention basin located to the west of the subject site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 27%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mostly of stone veneer and wood look insulated wall panels. The trash enclosure will be constructed of the same stone veneer as the building, with metal gates. The detached employee shed for the drive-through is proposed to be constructed of stone veneer to match the building. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of uses that would serve the community and are located along minor or major arterials. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Charlotte’s Kitchen subject to remaining staff comments. SITE CHARLOTTE'S KITCHEN- WAUKEE SITE PLAN IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. PROPERTY DESCRIPTION: (WARRANTY DEED BOOK 2023, PAGE 12056) LOT 2 IN WILLIAMS POINTE PLAT 15, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS, COUNTY, IOWA. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. SITE AREA: 44,924 SF (1.03 AC ) ADDRESS: 1165 SE UNIVERSITY AVENUE WAUKEE, IOWA 50263 OWNER: CHICKEN COOP REAL ESTATE, LLC 6150 MERLE HAY ROAD JOHNSTON, IOWA 50131 ATTN:MICHAEL HANSTAD 515-554-5223 PREPARED FOR: CHARLOTTE'S KITCHEN LLC ATTN:MICHAEL HANSTAD 6150 MERLE HAY ROAD JOHNSTON, IOWA 50131 515-554-5223 ZONING: INFORMATION OBTAINED FROM CITY MAPS C-1A (NEIGHBORHOOD COMMERICIAL DISTRICT) PD-1 (PLANNED USE DISTRICT) ZONING REGULATIONS (PER C-1A) MINIMUM FRONT YARD SETBACK: 30 FEET MINIMUM REAR YARD SETBACK: 30 FEET MINIMUM SIDE YARD SETBACK:0 FEET; 30 FEET IF ADJACENT TO R DISTRICT PROPOSED USE: RESTAURANT (DINE-IN, DRIVE-THRU, OUTDOOR SEATING) HEIGHT OF BUILDING: ONE-STORY / 22' PARKING REQUIREMENTS: 15 SPACES PER 1,000 SF & 5 SPACES PER DRIVE-THRU REQUIRED : 2,425 SF X (15 SPACES / 1000SF) & 5 SPACES X 1 DRIVE-THRU= 37 SPACES PROVIDED: 46 SPACES ( INCL 2 HC SPACES) & 8 QUEUING STALLS OPEN SPACE REQUIREMENTS: 20% OPEN SPACE REQUIRED: 20% OF 1.03 AC = 8973 SF PROVIDED: 12,200 SF (0.28 AC) = 27% IMPERVIOUS SURFACE: 32,644 SF (0.75 AC) VICINITY MAP SCALE: 1" = 1,000' COPYRIGHT 2025 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. SHEET INDEX: C0.1 COVER SHEET C1.1 DEMO PLAN C2.1 LAYOUT PLAN C3.1 GRADING PLAN C4.1 UTILITY PLAN C5.1 LANDSCAPE PLAN C6.1 DETAIL SHEET C6.2 DETAIL SHEET C7.1 SWPPP GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2025 WAUKEE STANDARD SPECIFICATIONS AND 2025 SUDAS STANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK. 2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS. 5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS." 6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN. 7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES. 8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE. 9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. 11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE. 13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED. 16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT. PAVING NOTES: 1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS. 2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PANEL(S) AS PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD. 5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET. UTILITY NOTES: 1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY. 2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. 4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. 6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. 7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEER FABRIC AND INSTALLED PER SUDAS DETAIL 9040.110 OR 9040.111 DEPENDING ON CONDITION. TOP OF RIP-RAP SHALL BE INSTALL FLUSH OR LOWER THAN ADJACENT SURFACES. DEPTH OF RIP-RAP SHALL BE 1.5 TIMES MAX STONE DIAMETER. 8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING. 9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION. 10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS. 11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. 14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED. 15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET. 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.C0.1 - C7.1 C0.1 COVER SHEET L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 0 C O V E R . D W G 1/ 2 0 / 2 0 2 6 9 : 0 9 : 1 4 A M ABBREVIATIONS ELECTRIC VAULT TRANSFORMER POLE TRANSFORMER POLE LIGHT POLE ELECTRIC JUNCTION BOX ELECTRIC PANEL TRANSFORMER GROUND LIGHT GUY WIRE ELECTRIC HANDHOLE GAS METER GAS VALVE AIR CONDITIONING UNIT TELEPHONE RISER TELEPHONE VAULT TELEPHONE MANHOLE TRAFFIC SIGNAL MANHOLE FIBER OPTIC MANHOLE FIBER OPTIC RISER FIBER OPTIC VAULT CABLE TV RISER SIGN BOLLARDS 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED AS NOTED SECTION CORNER - FOUND AS NOTED SITE CONTROL POINT - MONUMENT AS NOTED ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV F/O SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINE U/E UNDERGROUND ELECTRIC O/E OVERHEAD ELECTRIC TELE TELEPHONE LINE F/O FIBER OPTIC CATV CABLE TV STORM MANHOLE CURB INTAKE SURFACE INTAKE FLARED END SECTION ROOF DRAIN DOWNSPOUT SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT FLAGPOLE ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER D S CO H Y D I CV W WS O YA DR E EM E W WV LEGEND AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY RPC RED PLASTIC CAP SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / 515-252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-7920) 3. FIBER OPTIC (WINDSTREAM / 800-941-3430) 4. FIBER OPTIC (LUMEN / 918-547-0147) 5. FIBER OPTIC (AUREON / 515-830-0445) 6. FIBER OPTIC (CONSOLIDATED COMMUNICATIONS / 515-867-4769) 7. FIBER OPTIC (MI-FIBER / 515-897-8802) 8. FIBER OPTIC (NEXGEN / 515-369-7131) 9. GAS (MIDAMERICAN / 515-252-6972) 10. WATER (CITY OF WAUKEE / 515-987-7920) SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 POINT #9000, 5/8" IRON ROD WITH PINK PLASTIC CAP NORTHING = 583606.05 EASTING = 1544428.92 ELEVATION = 1055.32 DESCRIPTION:APPROX. MID RADIUS OF ENTRY DRIVE IN THE SE CORNER OF LOT 4. POINT #9001, CUT 'X' ON CONCRETE CURB NORTHING = 583378.91 EASTING = 1544302.43 ELEVATION = 1054.19 DESCRIPTION:APPROX. END OF RADIUS OF ENTRY DRIVE ON SOUTH SIDE OF ENTRY DRIVE. UTILITY CONFLICT NOTES: 1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE. 2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION CP #9000 EX INTAKE T/C=1052.63 RIM=1052.38 D EX STORM MH RIM=1052.71 FL(SE 30"RCP)=1045.36 FL(W 30"RCP)=1045.01 WV S EX SAN MH RIM=1050.93 INV(NW 8"PVC)=1032.59 INV(S 8"PVC)=1032.53 WVSEX SAN MH RIM=1051.92 INV(N 8"PVC)=1031.07 INV(S 8"PVC)=1031.02 EX INTAKE T/C=1053.72 RIM=1053.22 D EX STORM MH RIM=1053.82 FL(W 15"RCP)=1049.57 EX INTAKE T/C=1053.89 RIM=1053.45 D EX STORM MH RIM=1054.14 FL(SE 15"RCP)=1048.19 FL(NE 24"RCP)=1046.16 FL(NW 30"RCP)=1046.11EX INTAKE T/C=1049.45 S EX SAN MH RIM=1049.86 INV(N 8"PVC)=1033.51 INV(SE 8"PVC)=1033.46 WV H Y D TBM: BURY BOLT ELEV=1052.06 D EX STORM MH RIM=1052.11 FL(E 15'RCP)=1048.78 FL(W 15"CPP)=1047.03 EX INTAKE RIM=1050.34 FL(E 15"CPP)=1046.20 FL(W 15"CPP)=1046.14 EX INTAKE RIM=1053.44 FL(NW 15"RCP)=1050.40 EX INTAKE T/C=1054.39 RIM=1053.74 D H Y D TBM: BURY BOLT ELEV=1056.92 WV GV WV S EX SAN MH RIM=1052.51 INV(N 8"PVC)=1028.26 INV(E 12"PVC)=1027.51 INV(W 12"PVC)=1027.46 EX INTAKE T/C=1054.71 RIM=1054.13 D EX STORM MH RIM=1054.57 FL(SE 18"RCP)=1047.07 FL(SW 24"RCP)=1047.01 WV WVHY D TBM: BURY BOLT ELEV=1058.14WVWV D EX STORM MH RIM=1052.23 FL(E 15"RCP)=1047.09 FL(S 15"RCP)=1046.95WV H Y D EX INTAKE RIM=1046.96 D EX STORM MH RIM=1047.22 FL(E 30"RCP)=1040.50 FL(W 30"RCP)=1040.48 CP #9001 CP #9002 CP #9003 CP #9004 U/E U/E U/E U/E U/E U/E G 2" G 2" G 2" G 2" G 2" G 2" G 2" 20 ' P R I V A T E ST O R M S E W E R E A S E M E N T ( P E R PL A T ) ST30" ST30" ST30" 105 5 1052 105 3 10 5 4 10 5 0 10 5 5 105 1 105 2 105 3 10 5 4 10 5 5 1055 105 5 10 5 5 105 1 10 5 2 105 3 1054 105 5 1054 105 6 105 5 105 3 105 4 105 6 105 4 50 ' I N G R E S S \ E G R E S S , SA N I T A R Y S E W E R , A N D WA T E R M A I N E A S E M E N T BO O K 2 0 0 6 P A G E 5 7 0 3 50' ING R E S S \ E G R E S S , SANITA R Y S E W E R , A N D WATER M A I N E A S E M E N T B O O K 2006 P A G E 5 7 0 3 12.50' PRIVATE INGRESS/EGRESS EASMENT (PER PLAT) 50' INGRESS\EGRESS, SANITARY SEWER, AND WATER MAIN EASEMENT BOOK 2006 PAGE 570325' ST 15"ST 15"ST 15" W12"W12"W12"W12"W12"W12"W12"W12"W12" APPROX. LOCATION PER CITY MAPS ST 30"ST 30"ST 30"ST 30"ST 30"ST 30"ST 30" ST 12" ST 12" ST 12" ST 12" ST 15"ST 15" ST 15" ST 15" ST 15" ST 15" ST15" ST 12 " ST 15" ST 15" ST 24" SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12" SA N 8" SAN 12" SAN 12" SAN 12" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SA N 8" SA N 8" SA N 8" S ST 15 " EX INTAKE T/C=1053.45 RIM=1052.73 FL(W 15"RCP)=1048.55 ST 30" ST 18" W6" W W12"W12"W12"W12"W12"W12" G G W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" APPROX. LOCATION PER CITY MAPS EX LOCATION PER CITY APPROX. LOCATION PER CITY MAPS LOT 2 44,932 SF 1.03 AC LOT 5 OWNER:NETTLEMAN FAMILY HOLDINGS II LLC ZONED:C-1A & PD-1 LOT 4 OWNER:KOENIG PROPERTIES LLC ZONED:C-1A & PD-1 LOT 3 OWNER:TSG PROPERTIES WAUKEE LLC ZONED:C-1A & PD-1 LOT 1 OWNER:GREATER IOWA CREDIT UNION ZONED:C-1A & PD-1 W W F/O APPROX. LOCATION PER AUREON MAPS SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) 10 ' P U . E . BO O K 20 0 4 PA G E 16 1 5 9 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/ E U/ E U/ E U/ E U/ E F/ O F/ O 10 ' S A N I T A R Y S E W E R E A S E M E N T BO O K 2 0 0 0 P A G E 1 9 8 EX LCOATION PER LUMEN F/O F/O F/O EX LOCATION PER CONSOLIDATED EX LOCATION PER AUREON APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER LUMEN MAPS G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" APPROX. LOCATION PER CITY MAPS APPROX. LOCATION PER NEXGEN MAPS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O (N89°51'07"W, 186.50') LOT B OWNER:CITY OF WAUKEE (S89°50'37"E, 186.50') (S 0 0 ° 0 9 ' 2 3 " W , 2 4 0 . 8 9 ' ) (S 0 0 ° 0 9 ' 2 3 " W , 2 4 0 . 8 6 ' ) 30' BLDG LINE 30' BLDG LINE 30 ' B L D G L I N E 30 ' B L D G L I N E SAN D OUTLOT Z OWNER:GREATER IOWA CREDIT UNION ZONED:C-1A & PD-1 SE UNIVERSITY AVENUE AL I C E ' S R O A D CITY OF WAUKEE EX. 24" FES FL= 1039.83 TWIN 24" RCP EX. STORM MH RIM =1047.70 FL= 1139.70 10' PUE BK2017 PG659 10' PUE BK2017 PG659 10 ' P U E BK 2 0 1 7 PG 6 5 9 22 ' EX. 10' WALK EX. 10' WALK EX . 5 ' W A L K EXISTING TOP OF WET BASIN SAWCUT TO CLEAN EDGE GRIND CURB TO GUTTER GRIND CURB/ LEAVE 2" CURB GRIND EX ROLLED CURB TO GUTTER PROTECT EX PAVEMENT NOT CALLED FOR DEMO PROTECT EX PAVEMENT NOT CALLED FOR DEMO PROTECT EX PAVEMENT NOT CALLED FOR DEMO GRIND CURB TO GUTTER 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 GRAPHIC SCALE 020 10 20 40 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 1 D E M O . D W G 1/ 2 0 / 2 0 2 6 9 : 0 9 : 2 9 A M C1.1 DEMO PLAN DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. SLURRY FROM SAW CUTTING MUST BE CONTAINED AND NOT ENTER STORM SEWER. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. 3.NOTIFY UTILITY COMPANIES WHO HAVE FACILITIES THAT ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION. 4.NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE. 5.ALL OPEN EXCAVATIONS SHALL BE PROTECTED. 6.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. THIS SHALL INCLUDE REMOVAL OF ABANDONED AND UN-USED UTILITIES AND STRUCTURES IN WAY OF NEW WORK. DEMO LEGEND: REMOVE UTILITY REMOVE TREE PROTECT TREE REMOVE PAVEMENT TRAFFIC CONTROL NOTES: 1. The Contractor shall furnish, install, maintain, clean, repair, adjust and remove all traffic control devices on the project. All signs shall be reflector and conform to MUTCD (Manula on Uniform Traffic Control Devices) standards. 2. Contractor shall protect all existing signs and poles. Damaged signs and poles shall be relocated and replaced at contractor's expense. 3. All traffic control signing, except any road closed barrier, must be placed a minimum of 2' behind the face of the curb or 6' from the edge of the traveled way if no curb is present. 4. The proposed signing may be modified to fit field conditions, prevent obstructions, and accommodate construction staging, upon approval of the Engineer. 5. Flaggers must be provided when work temporarily obstructs traffic lanes adjacent to the project, incidental to other work on this project. 6. Sidewalks along project shall be closed prior to commencement of any activities in the area. 7. Orange safety fence shall be placed along sidewalk side of removal area. 8. Contractor shall follow SUDAS Figures: 8030.101 Traffic Control General Information; 8030.102 Work Off Pavement with Minor Encroachment; 8030.105 Land Closure for Short-Term, Single Flagger; 8030.106 Land Closure on Two-Lane Road, Two Flagger, as appropriate, when construction activity involves operations needing to access from along the street. 9. Contractor shall follow IA DOT Road Plan Standard TC-202 when curb has been removed and a drop off is present. 10. Contractor shall place gravel fillet along removed curb line once curb is removed, prior to new paving. 38'24'18'6' 9' 9' 19 ' 9' 24 ' 19 ' 9' 61.99' 24'38' 9' S S GM G G ST ST ST 8 6 6 6 6 1-STORY BLDG 2,425 SF 5 9 R5' R5' R5' R5' R13' R5'R5' R7' R5'R5' R4' 12' 35.51' 36.37' 18 . 7 2 ' 6' 5' 18 ' 12' 6' 5' SAN CO CO CO R25 ' R37 ' R15 ' R5'R5' R4'R4' R15 ' R20' TR A S H EN C L O S U R E ST ST ST R7' 8' 8' 8' 40.33' 73 . 5 9 ' 9. 7 1 ' 3.38'11 . 5 7 ' 5' 8' 12 ' 4' 11' 17 . 0 4 ' 9. 8 8 ' 81'45' 7" HVY DUTY CONC TRASH PAD 10' SCREEN SEE ARCH. CMU WALLS MATCH BLDG 10' SCREEN SEE ARCH. 5"PCC 5"PCC 5"PCC 5" P C C 5" P C C 6"PCC 6"PCC 6"PCC 6"PCC 6"PCC6"PCC 6"PCC 7. 7 6 ' 5" P C C 5" P C C 1' CO CO WV RA M P WV 20 ' 6' EM 2' PROPOSED 5' PUE 27.5' 60 ' 5' COOLERS EMPLOYEE SHELTER CP #9000 D WV S WVS D D S WV H Y D D D H Y D WV GV S D WV WVHY DWVWV D CP #9001 CP #9003 CP #9004 U/E U/E U/E U/E U/E U/E G 2" G 2" G 2" G 2" G 2" G 2" G 2" 20 ' P R I V A T E ST O R M S E W E R E A S E M E N T ( P E R PL A T ) ST30" ST30" ST30" 50 ' I N G R E S S \ E G R E S S , SA N I T A R Y S E W E R , A N D WA T E R M A I N E A S E M E N T BO O K 2 0 0 6 P A G E 5 7 0 3 50' ING R E S S \ E G R E S S , SANITA R Y S E W E R , A N D WATER M A I N E A S E M E N T B O O K 2006 P A G E 5 7 0 3 12.50' PRIVATE INGRESS/EGRESS EASMENT (PER PLAT) 50' INGRESS\EGRESS, SANITARY SEWER, AND WATER MAIN EASEMENT BOOK 2006 PAGE 570325' ST 15"ST 15"ST 15" W12"W12"W12"W12"W12"W12"W12"W12"W12" ST 30"ST 30"ST 30"ST 30" ST 15"ST 15" ST 12 " ST 15" ST 15" ST 24" SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SA N 8" SA N 8" ST 15 " ST 15 " ST 18" W6" W12" G G W8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" OWNER:NETTLEMAN FAMILY HOLDINGS II LLC ZONED:C-1A & PD-1 OWNER:KOENIG PROPERTIES LLC ZONED:C-1A & PD-1 OWNER:TSG PROPERTIES WAUKEE LLC ZONED:C-1A & PD-1 OWNER:GREATER IOWA CREDIT UNION ZONED:C-1A & PD-1 W W F/O SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) 10 ' P U . E . BO O K 20 0 4 PA G E 16 1 5 9 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/ O 10 ' S A N I T A R Y S E W E R E A S E M E N T BO O K 2 0 0 0 P A G E 1 9 8 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/OF/O (N89°51'07"W, 186.50') (S89°50'37"E, 186.50') (S 0 0 ° 0 9 ' 2 3 " W , 2 4 0 . 8 9 ' ) (S 0 0 ° 0 9 ' 2 3 " W , 2 4 0 . 8 6 ' ) 30' BLDG LINE 30' BLDG LINE 30 ' B L D G L I N E 30 ' B L D G L I N E SAN 10' PUE BK2017 PG659 10' PUE BK2017 PG659 10 ' P U E BK 2 0 1 7 PG 6 5 9 22 ' EX. 10' WALK 1 1 2 3 3 2 4 5 6 7 7 8 9 11 12 3 3 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 2 L A Y O U T . D W G 1/ 2 0 / 2 0 2 6 9 : 0 9 : 4 2 A M GRAPHIC SCALE 020 10 20 40 C2.1 LAYOUT PLAN LEGEND: 6" PCC PARKING LOT, 5" SIDEWALK 7" PCC - HEAVY DUTY CONCRETE AT TRASH PAD PAVING NOTES: 1.SAWCUT NEW PAVEMENT TO MATCH EXISTING JOINTS. 2.SAW NEW PAVEMENT INTO SECTIONS BETWEEN APPROXIMATELY 10' X 10' AND 15' X 15'. LENGTH SHALL NOT EXCEED 150% OF WIDTH. 3. PLACE 1/2" EXPANSION JOINT MATERIAL (FIBERBOARD) AROUND ALL STRUCTURES (MANHOLES, JUNCTION BOXES, POLES, BOLLARDS, ETC.) IN PAVEMENT; NEXT TO BUILDING, ALONG ADJACENT SIDEWALKS, AND DROP-FACED WALK CURB. 4.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO OWNER OR OWNER'S REPRESENTATIVE PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION. 5.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED JOINTING PLAN. 6.ALL TRANSVERSE JOINTS SHALL BE TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT. 1 SIDEWALK- TURNED DOWN CURB ADA PARKING SIGN (TYP.) BOLLARD TRASH ENCLOSURE (SEE ARCH. PLANS) ELECTRIC TRANSFORMER W/ MOAT (SEE ELEC. PLANS) MENU ORDER BOARD PROVIDE 12" WIDE CURB TOP ALONG BUILDING; DROP CURB AT DOOR GREASE INTERCEPTOR, 1000 GAL PER WRA (SEE PLUMBING PLANS) MONUMENT SIGN LOCATION (BY OTHERS, TO FIT IN 2' GAP IN EASEMENTS) (Not Used) DRIVE-THRU SLIDING DOOR - PROVIDE OPENING IN CURB, SEE ARCH. PAINTED CROSSWALK 2 3 KEYED NOTES: PAVEMENT MARKING NOTES: 1.PAINT 4" WHITE LINES FOR ALL NEW PARKING STALL LINES SHOWN. 4 5 6 7 8 9 10 2"12" 6" PER PLAN R 2" R 2" BUILDING 12" TOP CURB - ALONG BUILDING SCALE NONE 12" SLOPE PER PLANS 1.5% MAX CROSS SLOPE ROADWAY PAVEMENT 6" MAX 24" MIN (DIRECTION SHOWN ON GRADING PLANS) VARIES 1" NOMINAL 5/8"RESILIENT JOINT FILLER 1/2" GRAY MASTIC JOINT SEALANT MATERIAL DETAIL A: NOT TO SCALE EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT INDICATED IF FORMED; EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW 1" 1" NOMINAL NOTES: *IMPORTANT:* 1" EXPANSION JOINT BETWEEN ROADWAY PAVEMENT AND WALK MUST BE INSTALLED TO FULL DEPTH OF SLAB. FINISH W/ 3/4" RADIUS TOOL SEALED 'E' JOINT SEE DETAIL A & NOTES SEE PAVEMENT SECTION FOR SUBGRADE INFO IF ROCK IS USED UNDER ROADWAY PAVEMENT, CONTINUE ROCK UNDER SIDEWALK PAVEMENT, MATCH SECTION SEALED 'E' JOINT SEE DETAIL A & NOTES BUILDING WALL (WHERE APPLICABLE) 5" 5" #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED 6" TURNED DOWN WALK DETAIL SCALE NONE 24" 3"4.5" 6" 8" R 1" R 2" NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING. 3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4000 PSI PCC SEE PLANS FOR DEPTH 12" SUBGRADE PREPARATION IN TWO 6" LIFTS COMPACTED BACKFILL PAVEMENT SECTION SCALE NONE TRAFFIC CONTROL: 1.SEE NOTES AND DETAILS ON SHEET C1.1 WHEN WORKING IN STREET RIGHT OF WAY. 11 12 EX 1054.97TC EX 1054.58 GUT 1054.63 1055.07TC EX 1054.57G EX 1052.36 EX 1054.38 EX 1053.45 GUT EX 1053.22 S S GMW W W G G ST ST ST 1054.90TC 1054.40GUT HIGH PT EX1052.48TC EX1052.80TC 8:1 EX 1054.21 1054.52 FF 1055.00 1054.89 2"CURB EX1054.73GUT EX1055.61TC EX1055.20G HIGHPT 1054.78TC 1054.28GUT 1% 1. 9 7 % 1054.19TC 1053.69GUT 2. 1 7 % 1054.22TC 1053.72GUT 1.0% 1053.62TC 1053.12GUT 1053.52TC 1053.02GUT 1053.98TC 1053.48GUT EX 1052.98 4. 3 3 % 1053.90TC 1053.40GUT 1054.20TC 1053.70GUT 1.0 0 % 1054.94 8 6 6 6 6 1054.661.0% E X 0 . 9 3 % 1.00% 1. 0 0 % 1-STORY BLDG 2,425 SF 5 9 SAN CO CO CO 1. 0 % 1.50% FF 1055.00 2.11% 1054.93 1. 5 % 1. 0 3 % EX 1 . 5 0 % EX 1 . 4 0 % EX 1054.43 1. 1 4 % 1.00%1055.26TC 1054.76G 0.92% 1054.50 1054.41TC 1053.91G 1.50% 1054.29 1054.88TC 1054.38G 6"CURB 1055.31 2"CURB EX1055.15G 1054.77G NO CURB 2. 3 2 % 2. 9 2 % ST ST ST 1054.80 1. 5 % 2. 6 4 % 1054.70G END CURB 1054.97 1054.50 1054.84 NO CURB 1054.70G END CURB 1054.87 1.5% 1054.94 1.5% 1.5% 1054.55 EX 1053.91G EX 1053.97G (EX 0.56%)(EX 1.25%) EX 1053.84TC 1054.45 1. 5 0 % 1054.73 1054.94 14 % 2.0%1.5% 1054.77 1. 5 %1054.61 1. 5 2 % 1054.54 1.5%1. 5 % 1.5% EX 1053.09 (EX 2.58%) 1053.53TC 1053.03GUT EX 1054.03 (EX 2.75%) 1.00% 0. 0 0 % EX 1055.31GEX 1053.78G 1. 0 0 % 1054.48TC 1053.98G 1. 0 5 % 1056.00TC 1055.50G EX 1054.33G 1055.15TC 1054.65G END CURB 1. 6 3 % 1.0% 1054.14TC 1053.64GUT 1.8 7 % 1054.84G NO CURB 1054.58 1. 0 0 % 0. 0 % 1054.46TC 1053.96GUT 1054.25TC 1053.75GUT 1054.75TC 1054.25GUT 1054.00TC 1053.50GUT 1. 0 0 % 0.76% 1054.04TC 1053.54GUT 2. 6 4 % 2.39% 1055.79 1054.30 1. 0 0 % 0.85% 1054.73TC 1054.23GUT 2.53% LEAVE 2" CURB WHEN GRINDING 0.97% 0. 5 5 % 1054.02TC 1053.52GUT 1.0% 1054.12TC 1053.62GUT 1.50% 1054.09 1054.24 1053.98TC 1053.48GUT 3.3% EX1054.48 1. 0 0 % 1053.83G END CURB 1053.74G 1.5% 1053.93 1. 2 0 % END CURB 1. 0 0 % 1054.481. 0 0 % 1054.55 3.55%1.02% CO CO WV 100-YR=1053.07 100-YR=1053.06 1053.64TC 1053.14GUT <<<< < < < < < OVERFLOW ROUTE OVERFLOW ROUTE EX 1050.81 EX 1052.82 EX 1056.11 EX 1055.07 2.41 % 12.5% 9.9% 5.7 % 4. 0 % 2.2% 2.8 % 2.5% 4.1% 1056.00 2.0% 1. 5 % 1054.70 1.5% 0.0% 1054.15 1054.15 3. 9 8 % EX1054.55 EX 1.16% 1055.22TC 1054.72G END CURB EX 1 . 4 0 % EX 1.22% EX 1.20% 1055.86 0. 0 % 1. 5 % 1. 5 % RA M P 1054.15 1.50% 1.50% 1. 0 0 % 1054.49 1.0% 1. 0 0 % 1054.70 1054.49 13:1 EX 1054.40G EX 1.21% 1. 6 4 % EX 1055.26TC EX 1054.88G 1053 105 2 10 5 4 10 5 3 1054 1054 1054 10 5 4 1054 1054 10 5 5 1054 105510 5 4 WV EM PROPOSED 5' PUE 27.5' 60 ' 5' 2. 7 2 % 3. 2 5 % 3. 5 8 % 3.7% 6. 4 % 6. 4 % 4. 4 % 3. 3 % 1.50%0.96% 4.8 % 2.79% 1054.40TC 1054.93 1054.96 1055.00 1054.XX 1054.98 1054.961054.86 1054.88 1054.24 1. 0 % 100-YR=1053.62 OVERFLOW EL=1053.62 OVERFLOW EL=1053.07100 YR. EL=1053.06 EX 1.20% (EX 1.20%) 1.5% 1.5% 1. 5 % 1.50% 1. 0 0 % 1. 0 0 % COOLERS 1.2%1. 0 % 1053.98 1053.88 1053.83 OVERFLOW EL=1053.48 CP #9000 D WV S WVS D D S WV H Y D D D H Y D WV GV S D WV WVHY DWVWV CP #9001 CP #9003 CP #9004 U/E U/E U/E U/E U/E U/E G 2" G 2" G 2" G 2" G 2" G 2" G 2" ST30" ST30" ST30" 105 5 1052 105 3 10 5 4 10 5 0 10 5 5 105 1 105 2 105 3 10 5 4 10 5 5 1055 105 5 10 5 5 105 1 10 5 2 105 3 1054 105 5 1054 105 6 105 5 105 3 105 4 105 6 105 4 15"ST 15"ST 15" W12"W12"W12"W12"W12"W12"W12"W12" 30"ST 30"ST 30"ST 30" ST 15"ST 15" ST 12 " ST 15" ST 15" ST 24" 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SA N 8" SA N 8" ST 18" ST 18" W6"W6" W12" W6" W6" W6" WV W12" G G W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W W F/O SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/OF/O SAN EX. 10' WALK EX 1054.97TC EX 1054.58 GUT 1054.63 EX 1054.21 1054.52 FF 1055.00 1054.94 1054.661.0% 1-STORY BLDG 2,425 SF 5 9 1. 5 % 1. 0 3 % EX 1054.43 1. 1 4 % 1.00% 0.92% 1054.88TC 1054.38G 6"CURB 1054.77G NO CURB 2. 3 2 % 2. 9 2 % ST ST 1. 5 % 2. 6 4 % 1054.70G END CURB 1054.97 1054.50 1054.84 NO CURB 1054.70G END CURB 1054.87 1.5% 1054.94 1.5% 1.5% 1054.55 EX 1053.91G EX 1053.97G (EX 0.56%)(EX 1.25%) 1054.94 1054.77 1. 5 %1054.61 1. 5 2 % 1054.54 1.5%1. 5 % 1.5% EX 1054.33G 1055.15TC 1054.65G END CURB 1. 6 3 % 1.0% 1.8 7 % 1054.84G NO CURB 1054.58 1. 0 0 % 0. 0 % 1054.46TC 1053.96GUT 2. 6 4 % 1055.79 1054.30 EX1054.48 1. 0 0 % WV 4. 0 % 1. 5 % 1054.70 1.5% 0.0% 1054.15 1054.15 3. 9 8 % EX1054.55 EX 1.16% 1055.22TC 1054.72G END CURB EX 1 . 4 0 % EX 1.22% EX 1.20% 1055.86 0. 0 % 1. 5 % 1. 5 % RA M P 1054.49 1.0% 1. 0 0 % 1054.70 1054.49 13:1 EX 1054.40G EX 1.21% 1. 6 4 % 1054 1054 1055 2. 7 2 % 3. 2 5 % 3. 5 8 % 4. 4 % 3. 3 % 1.50%0.96% 1054.XX 1054.98 1054.96 EX 1.20% (EX 1.20%) 1.5% 1.5% 1. 5 % 1.50% U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O G 4"G 4"G 4"G 4"G 4" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O APPROX. LOCATION F/O F/O F/O F/O F/O EX. 10' WALK TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 3 G R A D I N G . D W G 1/ 2 0 / 2 0 2 6 9 : 0 9 : 5 3 A M GRAPHIC SCALE 020 10 20 40 C3.1 GRADING PLAN SURFACE RESTORATION NOTES: 1. ALL FINAL SLOPES SHALL BE 4:1 (HORZ TO VERT) OR FLATTER, UNLESS OTHERWISE NOTED ON PLANS, ESPECIALLY AT INTAKES AND OPEN PIPE ENDS. 2. SODDING SHALL NOT OCCUR UNTIL OWNER HAS REVIEWED AND ACCEPTED FINAL GRADING. DETAIL VIEW- SIDEWALK & RAMP GRADES GRAPHIC SCALE 010 5 10 20 GENERAL NOTES: 1.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR BUILDING OVERHEAD AND MAN DOOR ELEVATION DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE. 2.CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR PAVEMENT ELEVATIONS ADJACENT TO STOOP AND DOOR LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING STOOPS. 3.ALL PAVEMENT AREAS SHALL HAVE A MINIMUM 0.50% SLOPE TO PROVIDE POSITIVE DRAINAGE. 3.SIDEWALKS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE AT ANY LOCATION. 4.ANY AS-BUILT PAVEMENTS AREAS THAT ARE IDENTIFIED TO HAVE LOW SPOTS OR PONDING SHALL BE REMOVED AND REPLACED, AT CONTRACTOR'S EXPENSE, AS NEEDED TO PROVIDE POSITIVE DRAINAGE. 5.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR RELOCATION / LOWERING OF EXISTING UTILITIES TO ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL / REPLACEMENT OF SAID UTILITIES SHALL BE INCIDENTAL. 6.CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND CONTACT THE OWNER/ENGINEER, PRIOR TO CONSTRUCTION, IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PLANS AND TYPICAL CONSTRUCTION STANDARDS AND TOLERANCES. 7.CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES RIMS TO GRADE. 8.THE GEOTECHNICAL REPORT AS APPROVED BY THE OWNER'S GEOTECHNCIAL ENGINEER SHALL GOVERN. ANY ADDITIONAL HAUL OFF OF UNSUITABLE SOILS IDENTIFIED BY THE OWNER'S GEOTECHNCIAL ENGINEER AND REPLACEMENT WITH SUITABLE FILL SHALL BE INCIDENTAL AND AT THE CONTRACTOR'S EXPENSE. 9.ADDITIONAL GRADING AND REWORK TO CORRECT DEFICIENCIES TO MEET THE GEOTECHNCIAL REPORT DESIGN REQUIREMENTS SHALL BE INCIDENTAL AND AT THE CONTRACTOR'S EXPENSE. OVEREXCAVATION NOTES: 1.CONTRACTOR TO COORDINATE WITH GEOTECHNICAL REPORT/SPECIFICATIONS FOR ANY OVER EXCAVATION AND STRUCTURAL BACK FILL REQUIREMENTS WITHIN THE BUILDING PAD/FOOTING AND SITE PAVEMENT LIMITS. EARTHWORK EXPORT & IMPORT NOTES: 1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE. 2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS, EXCESS SPOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS. S S GMW W W G G ST ST ST 8 6 6 6 6 STORM INTAKE SW-501 (ST-1) GUT= 1053.02 FL(S)= 1048.35 FL(N)= 1047.83 12" STORM N-12 12LF @1.00% STORM INTAKE CONNECTION 12" STORM FL= 1047.71 6" WATER SERVICE CONNECTION, (CONTRACTOR VERIFY) 6" WATER 102 LF 6" X 90° BEND 6" X 90° BEND 2- 6" X 90° BENDS 6" SAN. SERVICE CONNECTION, FL= 1033.4' EST. (CONTRACTOR TO VERIFY) RISER TO FL=1046.57 6" SAN. SERVICE FL= 1047.85 (SEE MEP) 4" GREASE SAN. SRVC FL= 1047.92 (SEE MEP) GAS SERVICE ELEC SERVICE TRMR 8" ROOF DRAIN 90LF @ S= 0.50% MIN STORM INTAKE CONNECTION 8" STORM FL= 1049.80 REBUILD SW-503 INTAKE TOP WITH TYPE-Q DRIVEWAY GRATE(ST-6) REBUILD SW-503 INTAKE TOP WITH TYPE-Q DRIVEWAY GRATE AND LOWER MH (ST-3) 5 9 SAN CO CO CO ST ST ST 6" SUBDRAIN PERF N-12 90LF @ 3.72% STORM IN-LINE DRAIN -12"DIA (ST-5) RIM = 1055.70 FL = 1051.70 STM INTAKE (ST-2) SW-503 - 60" DIA. GUT = 1053.03 FL= 1045.89 0.74% STORM IN-LINE DRAIN -12"DIA (ST-4) RIM = 1054.30 FL = 1051.10 DOWNSPOUT CONN. FL= 1050.04 DOWNSPOUT CONN. FL=1050.10 DOWNSPOUT CONN. FL=1050.18 DOWNSPOUT CONN. FL=150.25 DOWNSPOUT CONN. FL=1049.96 CO CO WV SPLIT DOM. WATER 5' OFF BLDG RA M P WV 6" SAN. SERVICE 32 LF @ 4.0% 4" GREASE. SAN 28 LF @ 2.0% GREASE INTERCEPTOR 1000 GAL SEE WRA DETAIL- C6.2 & MEP PLANS CRITICAL CROSSING BOT STRM = 1050.00 TOP SAN = 1048.25 CRITICAL CROSSING BOT STRM =1050.10 TOP SAN= 1048.35 EM C.O. FL=1048.80 PROPOSED 5' PUE 27.5' 60 ' 5' EX SAN 2.21% EX SAN 32.18 CP #9000 EX INTAKE T/C=1052.63 RIM=1052.38 D EX STORM MH RIM=1052.71 FL(SE 30"RCP)=1045.36 FL(W 30"RCP)=1045.01 WV S EX SAN MH RIM=1050.93 INV(NW 8"PVC)=1032.59 INV(S 8"PVC)=1032.53 WVSEX SAN MH RIM=1051.92 INV(N 8"PVC)=1031.07 INV(S 8"PVC)=1031.02 EX INTAKE T/C=1053.72 RIM=1053.22 D EX STORM MH RIM=1053.82 FL(W 15"RCP)=1049.57 EX INTAKE T/C=1053.89 RIM=1053.45 D EX STORM MH RIM=1054.14 FL(SE 15"RCP)=1048.19 FL(NE 24"RCP)=1046.16 FL(NW 30"RCP)=1046.11EX INTAKE T/C=1049.45 S EX SAN MH RIM=1049.86 INV(N 8"PVC)=1033.51 INV(SE 8"PVC)=1033.46 WV H Y D TBM: BURY BOLT ELEV=1052.06 D EX STORM MH RIM=1052.11 FL(E 15'RCP)=1048.78 FL(W 15"CPP)=1047.03 EX INTAKE RIM=1050.34 FL(E 15"CPP)=1046.20 FL(W 15"CPP)=1046.14 EX INTAKE RIM=1053.44 FL(NW 15"RCP)=1050.40 EX INTAKE T/C=1054.39 RIM=1053.74 D H Y D TBM: BURY BOLT ELEV=1056.92 WV GV S EX SAN MH RIM=1052.51 INV(N 8"PVC)=1028.26 INV(E 12"PVC)=1027.51 INV(W 12"PVC)=1027.46 EX INTAKE T/C=1054.71 RIM=1054.13 D WV WVHY D TBM: BURY BOLT ELEV=1058.14WVWV D EX STORM MH RIM=1052.23 FL(E 15"RCP)=1047.09 FL(S 15"RCP)=1046.95WV Y D CP #9001 CP #9003 CP #9004 U/E U/E U/E U/E U/E U/E G 2" G 2" G 2" G 2" G 2" G 2" G 2" ST30" ST30" ST30" ST 15"ST 15"ST 15" W12"W12"W12"W12"W 12"W12"W12"W12"W12" APPROX. LOCATION PER CITY MAPS ST 30"ST 30"ST 30"ST 30" ST 15"ST 15" ST 12 " ST 15" ST 15" ST 24" SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SA N 8" SA N 8" ST 15 " ST 15 " EX INTAKE T/C=1053.45 RIM=1052.73 FL(W 15"RCP)=1048.55 ST 18" W6" G G W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" APPROX. LOCATION PER CITY MAPS EX LOCATION PER CITY APPROX. LOCATION PER CITY MAPS W W F/O APPROX. LOCATION PER AUREON MAPS SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/ O EX LCOATION PER LUMEN F/O F/O F/O EX LOCATION PER CONSOLIDATED EX LOCATION PER AUREON APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER LUMEN MAPS G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" APPROX. LOCATION PER CITY MAPS APPROX. LOCATION PER NEXGEN MAPS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/OF/O F/O SAN EX. 10' WALK STORM OUTLET SW-513 MOD. (ST-8) 10' W X 4' D WITH CONTECH STORMTRAX DOME SERIES TRASHRACK ON OPEN TOP; TOP ELEV = 1043.00 RIM = 1043.00 FL 12" = 1039.89 EX FL 24's = 1039.79 (FIELD VERIFY) 12" STORM RCP 5LF @0.50% 12" STORM FES (ST-7) WITH ORIFICE PLATE AND 5" DIA. OPENING FL= 1039.92 ST 15" SAN 12"SAN 12" SAN 12" SAN 12" SAN 12" SAN 12" S W12"W12" F/O F/O F/OF/O F/O D OUTLOT Z OWNER:GREATER IOWA CREDIT UNION ZONED:C-1A & PD-1 SE UNIVERSITY AVENUE CITY OF WAUKEE AL I C E ' S R O A D EX. 24" FES FL= 1039.83 TWIN 24" RCP EX. STORM MH RIM =1047.70 FL= 1139.70 EX. 10' WALK EX . 5 ' W A L K 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 4 U T I L I T Y . D W G 1/ 2 0 / 2 0 2 6 9 : 1 0 : 0 8 A M GRAPHIC SCALE 020 10 20 40 C4.1 UTILITY PLAN REGIONAL DETENTION BASIN MODIFICATION UTILITY NOTES: 1.CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PLANS AND VERIFY THAT THE SLOPE/ LENGTH OF PIPE CALLOUTS MATCH WITH PIPE ELEVATIONS AT STRUCTURES. IF ANY DISCREPANCIES ARE FOUND, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PLACING ANY PIPE. IF NOT CHECKED BEFORE INSTALLATION, THE REMOVAL AND REINSTALLATION OF INCORRECTLY PLACED PIPE SHALL BE AT CONTRACTOR'S EXPENSE. 2.CONTRACTOR SHALL NOT RELY UPON PIPE LEVELS/LASERS FOR MEETING ELEVATIONS, BUT SHALL CHECK WITH AUTOMATIC LEVELS /TRANSITS AND LEVEL RODS. 3.CONTRACTOR SHALL VERIFY PIPE MATERIAL TYPE WITH CITY PLUMBING INSPECTION BEFORE INSTALLATION. 4.COSTS FOR CHECKING GRADES AND ELEVATIONS OF INCORRECTLY INSTALLED PIPE OR STRUCTURES SHALL BE PAID BY THE CONTRACTOR. 5.ALL PROPOSED UTILITIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 6.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 7.TRACER WIRE SHALL BE INSTALLED WITH WATER PIPE AND BROUGHT UP TO SURFACE; SEE SPECIFICATIONS. 8.DOMESTIC WATER LINE SHALL BE SPLIT 5' OUTSIDE BUILDING. 9.WATER SERVICE LINE VALVES SHALL BE 5' OUTSIDE BUILDING. 10.STORM PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 11.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 12.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 13.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 14.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. 15.GREASE INTERCEPTOR AND ANY VENT LINES ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. REFER TO PLUMBING PLANS FOR DETAILED DRAWINGS AND SPECIFICATIONS. PLUMBING PLANS SHALL TIE INTO SANITARY SERVICE AT LOCATION AND ELEVATION SHOWN ON PLANS. CONTACT CITY: 1.CONTACT CITY UTILITY DEPARTMENT FOR WATER MAIN & SANITARY SEWER CONNECTION. RCP END SECTION ORIFICE PLATE DETAIL -ROUND OPENING ORIFICE PLATE STANDARD JOINT TIES FILL VOID WITH JOINT SEALER HOLE DIA M E T E R A S SPEC I F I E D FIT 1/4" THICK STAINLESS STEEL ORIFICE PLATE INTO FLARED END SECTION JOINT. POSITION HOLE TO FIT BOTTOM OF PIPE. SIZE PLATE TO FIT TONGUE AND GROOVE JOINT. STANDARD FLARED END SECTION NOT TO SCALE 6''6'' 6'' 6'' WALL WIDTH A A 5 5 WALL REINFORCING #4 BARS AT 12'' O.C. EACH WAY WALL WIDTH __ 6''6'' D 6'' min. FLOWLINE BASE 8'' MIN. 4'' TOP ELEVATION 12'' min. WALL WIDTH 8 5 6 CONCRETE FILLET INLET ELEVATION #4 BARS AT 12'' O.C. EACH WAY SW-513 OPEN-SIDED AREA INTAKE - MODIFIED NOT TO SCALE NOTES: STRUCTURE MAY BE BUILT WITH OPENINGS ON ANY OR ALL SIDES. PROVIDE OPENINGS AND ORIENTATION AS SPECIFIED IN THE CONTRACT DOCUMENTS. ADJACENT WALL MAY HAVE DIFFERENT WIDTHS BASED UPON PIPE CONFIGURATION, BUT STRUCTURE MUST BE RECTANGULAR. 1. CONSTRUCT INLET OPENINGS WITH 15-INCH #4 EPOXY-COATED BARS AT 8 INCHES ON CENTER. EMBED BARS A MINIMUM OF 3 INCHES INTO WALL AND TOP AT ALL OPENINGS. 2. GRADE TO INLET ELEVATION ON OPEN SIDES. GRADE TO TOP ELEVATION ON CLOSED SIDES. 3. CORNER PIER REQUIRED BETWEEN OPENINGS OF TWO ADJACENT WALLS. WXTEND WALL REINFORCING VERTICALLY THROUGH PIER. INSTALL ONE ADDITIONAL 15 INCH #4 BAR IN PIER. 4. CENTER PIER REQUIRED AT CENTER OF ANY INLET OPENING WITH LENGTH OF 5 FEET OR GREATER. EXTEND WALL ERINFORCING VERTICALLY TRHROUGH PIER. INSTALL ONE ADDITIONAL 15-INCH #4 BAR IN PIER. 5. WALL WIDTHS VARY WITH PIPE DIAMETER. PROVIDE 6 INCHES OF WALL WIDTH (MINIMUM) EACH SIDE OF PIPE OPENING. MINIMUM WALL WIDTH IS 72 INCHES. 6. CAST-IN-PLACE BASE SHOWN. IF BASE OS PRECAST INTEGRAL WITH WALLS, THE FOOTPRINT OF BASE IS NOT REQUIRED TO EXTEND BEYOND THE OUTER EDGE OF THE WALLS. 7. INSTALL FOUR #4 DIAGONAL BARS AT ALL PIPE OPENINGS. 8. 12 INCH MINIMUM WALL HEIGHT ABOVE ALL PIPES. PLAN SECTION A-A STORMRAX TRASHGUARD- DOME SERIES STORM WATER FACILITIES MAINTENANCE REQUIREMENTS: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE OUTLET TRASH RACK AS FOLLOWS: 1.STORM WATER FACILITIES (INCLUDING PIPES, INLETS, AND OUTLETS) SHALL BE MAINTAINED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED STORM WATER MANAGEMENT PLAN. 2.TRASH, LITTER, DEBRIS OR OBSTRUCTIONS SHALL BE PROMPTLY REMOVED FROM THE TRASH RACK. 3.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS, OR ANY CHANGES IN THE ORIGINAL DESIGN. 4.MAINTAIN THE STORM WATER MANAGEMENT FACILITY TO ASSURE THE EFFECTIVENESS FOR STORM WATER RUNOFF FOR THE BENEFITED PROPERTY. PRIVATE UTILITIES NOTE: PROVIDE PROPER SEPARATION BETWEEN GAS AND ELECTRIC SERVICES TO COMPLY WITH GAS AND ELECTRICAL CODES. S S GM 8 6 6 6 6 1-STORY BLDG 2,425 SF 5 9 CO CO CO CO CO WV 100-YR=1053.07 100-YR=1053.06 OVERFLOW ROUTE OVERFLOW ROUTE RA M P WV EM PROPOSED 5' PUE 27.5' 60 ' 5' 100-YR=1053.62 OVERFLOW EL=1053.62 OVERFLOW EL=1053.07100 YR. EL=1053.06 COOLERS OVERFLOW EL=1053.48 5 ST2 CP #9000 D WV S WVS D D S WV H Y D D D H Y D WV GV WV S D WV WVHY DWVWV CP #9001 CP #9003 CP #9004 20 ' P R I V A T E ST O R M S E W E R E A S E M E N T ( P E R PL A T ) 50 ' I N G R E S S \ E G R E S S , SA N I T A R Y S E W E R , A N D WA T E R M A I N E A S E M E N T BO O K 2 0 0 6 P A G E 5 7 0 3 12.50' PRIVATE INGRESS/EGRESS EASMENT (PER PLAT) 50' INGRESS\EGRESS, SANITARY SEWER, AND WATER MAIN EASEMENT BOOK 2006 PAGE 570325' LOT 2 LOT 5LOT 4 LOT 3 SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) 10 ' P U . E . BO O K 20 0 4 PA G E 16 1 5 9 F/O 10 ' S A N I T A R Y S E W E R E A S E M E N T BO O K 2 0 0 0 P A G E 1 9 8 APPROX. LOCATION PER LUMEN MAPS 30' BLDG LINE 30' BLDG LINE 30 ' B L D G L I N E 30 ' B L D G L I N E 10' PUE BK2017 PG659 10' PUE BK2017 PG659 10 ' P U E BK 2 0 1 7 PG 6 5 9 22 ' EX. 10' WALK SOD LIMITS APPROXIMATE CONTRACTOR TO SOD ALL OF DISTURBED AREA 1 GP 1 SI 1 MS 1 MS 1 MS 1 LW 1 LW 1 GD 1 AG 1 AG 1 AG 12 JB TRANSFORMER SCREENING SEE NOTES 1 GD 1 TB 1 LW 1 TB 1 GD 7 HB 5 ST 7 ST 3 ST2 6 CK 3 CK5 CK 3 ST2 D OUTLOT Z SE UNIVERSITY AVENUE AL I C E ' S R O A D EX. 24" FES FL= 1039.83 TWIN 24" RCP EX. STORM MH RIM =1047.70 FL= 1139.70 EX . 5 ' W A L K SOD LIMITS APPROXIMATE CONTRACTOR TO SOD ALL OF DISTURBED AREA CODE QTY BOTANICAL / COMMON NAME PLANTING SIZE CONTAINER OVERSTORY DECIDUOUS TREES GP 1 Ginkgo biloba 'PNI 2720' / Princeton Sentry® Maidenhair Tree 2" Cal.B&B GD 3 Gymnocladus dioicus 'Espresso' / Kentucky Coffeetree 2" Cal.B&B LW 3 Liquidambar styraciflua 'Worplesdon' / Worplesdon Sweet Gum 2" Cal.B&B TB 2 Tilia americana 'Boulevard' / Boulevard American Linden 2" Cal.B&B UNDERSTORY DECIDUOUS TREE AG 3 Aesculus glabra 'JN Select' / Early Glow™ Ohio Buckeye 2" Cal.B&B MS 3 Malus x 'Spring Snow' / Spring Snow Crabapple 2" Cal.B&B SI 1 Syringa reticulata 'Ivory Silk' / Ivory Silk Japanese Tree Lilac 2" Cal.B&B EVERGREEN SHRUB JB 12 Juniperus scopulorum 'Blue Arrow' / Blue Arrow Juniper 6" HT 3 Gal. Pot GRASSES ST 12 Schizachyrium scoparium 'Twilight Zone' / Twilight Zone Little Bluestem 2` Ht.1 Gal Pot DECIDUOUS SHRUBS CK 14 Cornus sericea 'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood 2.5` Ht.3 Gal. Pot HB 7 Hydrangea paniculata 'ILVOBO' / Bobo® Panicle Hydrangea 2` Ht.3 Gal. Pot ST2 11 Spiraea betulifolia 'Tor Gold' / Glow Girl® Birchleaf Spirea 2` Ht.3 Gal. Pot PLANT SCHEDULE 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 GRAPHIC SCALE 020 10 20 40 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 5 L A N D S C A P I N G . D W G 1/ 2 0 / 2 0 2 6 9 : 1 0 : 2 3 A M IRRIGATION NOTES: ·FOR BIDDING PURPOSES, THIS PROJECT DOES NOT INCLUDE A SITE IRRIGATION SYTEM. ·CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE A SEPARATE PROPOSAL FOR A SITE IRRIGATION SYSTEM. PROPOSAL SHALL BE DESIGN/BUILD FOR A COMPLETE OPERATIONAL IRRIGATION SYSTEM APPROPRIATE FOR THE SITE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN, COORDINATION, TESTING, PERMITS, INSPECTIONS, ETC. LEGEND SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) LANDSCAPE NOTES: 1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD ALL DISTURBED AREAS, INCLUDING RIGHT OF WAY, WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER. 4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. 7.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVING CONDITION. 8.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 11.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION. 12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES. 13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 14.ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL.. 15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH. 14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). 15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS INSTALLED. 16.PLANTINGS AT TRANSFORMER SHALL HAVE A MINIMUM 1' OFFSET CLEAR ZONE FROM TRANSFORMER PAD. CONTRACTOR TO VERIFY UTILITIES AND DOOR LOCATION AT TRANSFORMER PRIOR TO SCREENING BEING PLANTED. C5.1 LANDSCAPE PLAN REGIONAL DETENTION BASIN MODIFICATION AREA GENERAL LANDSCAPE REQUIREMENTS TOTAL SQUARE FOOTAGE OF PROJECT AREA 44,932 SF REQUIRED OPEN SPACE (20%)8,986 SF PROVIDED: 12,099 SF (27%) GENERAL OPEN SPACE REQUIREMENT REQUIRED TREES: (1 PER 1,000 SF OPEN SPACE; 50% MIN OVERSTORY) 8,986 SF X 1/1000SF = 9 TREES 50% OVERSTORY = 5 OVERSTORY TREES NON OVERSTORY(UNDERSTORY) =4 NON-OVERTORY(UNDERSTORY) TREES REQUIRED SHRUBS: (1 PER 1,000 SF OPEN SPACE) 8,986 SF X 1/ 1000 SF = 9 SHRUBS INTERIOR PARKING LOT REQUIREMENTS REQUIRED TREES: (1 TREES PER ISLAND; 50% MIN. OVERSTORY) ISLANDS PROVIDED = 7 7 ISLANDS X 1/ ISLAND = 7 TREES 50% OVERSTORY= 4 OVERSTORY TREES NON OVERSTORY(UNDERSTORY)= 3 NON-OVERSTORY(UNDERSTORY) SHRUBS PROVIDED ADJACENT TO ROW OF PARKING FOR HEADLIGHTS SCREENING. PARKING SETBACK ALONG STREET REQUIREMENTS ( INCLUDED IN OPEN SPACE TREES) REQUIED TREES: (1 OVERSTORY PER 40 LF FRONTAGE, EXCLUSIVE OF DRIVES) 170 LF X 1/40 LF = 4 OVERSTORY TREES ____________________________________________________________________________ SITE TOTALS: REQUIRED:9 OVERSTORY TREES 7 NON-OVERSTORY (UNDERSTORY) TREES 9 SHRUBS PROVIDED: 9 OVERSTORY TREES 7 NON OVERSTORY (UNDERSTORY)TREES 47 SHRUBS - INCLUDED SCREENING AT TRANSFORMER TRASH ENCLOSURE SCREENED BY WALL, AND PARKING LOT SCREENING DO NOT CUT CENTRAL LEADER WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST BRANCH 4" DEEP HARDWOOD MULCH CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING (TYP.) NOT TO SCALESCALE: SCARIFY SIDES & BOTTOM OF PLANTING PIT STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. 3'-0"SET ROOTBALL FLUSH WITH FINISHED GRADE DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE PRUNE ANY DEAD/DAMAGED BRANCHING FROM TREE. MAINTAIN OVERALL APPEARANCE. USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEEL POSTS PLACED OUTSIDE PLANT PIT.. LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION. CONTRACTOR RESPONSIBLE FOR REMOVAL. DECIDUOUS SHRUB DETAIL EVERGREEN SHRUB DETAIL PLANTING ON SLOPES FIRMLY COMPACT SAUCER (USE TOPSOIL) ORIGINAL GROUND LINE SUB-SOIL 4" MULCH PLANTING PIT TWICE THE WIDTH OF ROOTBALL 1 2 SHRUB PLANTING (TYP) NOT TO SCALESCALE: 3" ROCK ROCK MAINTENANCE AREA: INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 4" THICK LAYER OF DRESSER TRAP ROCK (2.5" NOMINAL SIZE). CONTACT DRESSER TRAP DIRECT FOR PRICING AND SHIPPING (PHONE: 800-537-3573). EDGING BETWEEN ROCK MAINTENANCE AREAS AND SEEDED AREAS AND PLANTING BEDS IS TO BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL DO NOT INSTALL EDGING BETWEEN PAVED SURFACES AND ROCK MAINTENANCE AREAS. PLANTING BED: PLANTING BEDS SHALL INCORPORATE 4" DEPTH MINIMUM SHREDDED HARDWOOD MULCH NATURAL IN COLOR FREE FROM ALL DEBRIS. SHREDDED MULCH SHALL BE EVENLY SPREAD THROUGHOUT THE BED WITH WEED PREVENTATIVE GRANULAR AND BOUND BY SPADE CUT EDGE. 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 6 D E T A I L S . D W G 1/ 2 0 / 2 0 2 6 9 : 1 0 : 3 5 A M C6.1 SITE DETAILS SHEET See Detail C 3 T T See Detail A or B 1 2 3 4 'B' PLAIN JOINT (Abutting Pavement Slabs) 'C' CONTRACTION JOINT Locate 'DW' joint at a mid-panel location between future 'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or 'CD' joint. Place bars within the limits shown under dowel assemblies. Edge with 1/8 inch tool for length of joint. For HT joint, remove header block and board when second slab is placed. 'RT' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting Authority. 6 7 T 'BT' ABUTTING PAVEMENT JOINT - RIGID TIE T < 8'' Joint Bars 'BT-1' #5'BT-2'36'' Long at 30'' Centers Bar Length and Spacing ≥ 8'' 36'' Long at 30'' Centers#4 #5 30'' Long at 30'' Centers Resilient Joint Filler See Detail F 1'' Nominal 'E' 1'' EXPANSION JOINT < 8''#6 #10 #111 1 2'' 3 4'' ≥ 8'' but < 10'' ≥ 10'' Tie Bar Size 1 1 4'' 5 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 5 A A Crack or Joint Line DETAIL C 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' Crack or Joint Line Joint Sealant Material 1 4'' ± 1 16'' Saw Cut 1 1 4'' ± 1 4'' Saw Cut 1 4'' ± 1 8'' Crack or Joint Line A A A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) Solid Dowel Diameter Tubular Dowel Diameter 7 8'' 1 3 8'' 1 5 8'' T Saw 'CD' joint to a depth of T/3 ± 1/4''; saw 'C' joint to a depth of T/4 ± 1/4''. Tubular Dowel Bars will not be allowed for RD joints. BAR SIZE TABLE FOR CONTRACTION JOINTS 6 7 Sawing or sealing of joint not required. The following joints are interchangeable, subject to the pouring sequence: 'BT-1' and 'L-1" 18'' Long Dowel at 12'' Centers Width (See Doweled Expansion Joints Table) T 'ED' DOWELED EXPANSION JOINT 11 12 9 Detail F (See Bar Size Table for Doweled Expansion Joints) Joint Filler Material (See Bar Size Table for Doweled Expansion Joints) DETAIL F 5 8'' Joint Filler 1 2'' Joint Sealant Material10 T DOWELED EXPANSION JOINTS FILLER MATERIALWIDTHTYPE ED 1'' 3 4''11 4''11 2'' < 8'' Dowel Diameter ≥ 10''≥ 8'' but < 10'' Resilient (Detail F) 10 11 12 12 9 BAR SIZE TABLE FOR DOWELED EXPANSION JOINTS See Bar Size Table for Doweled Expansion Joints. Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. See Dowel Assemblies for fabrication details and placement limits. Coat the free end of dowel bar to prevent bond with pavement. At intake locations, dowel bars may be cast-in-place. Predrill or preform holes in joint material for appropriate dowel size. Tubular Dowel Bars will not be allowed for expansion joints. T T < 8''36'' Long at 30'' Centers Joint Bars 'L-1'#4 #5 'L-2'36'' Long at 30'' Centers Bar Length and Spacing 'L-3'36'' Long at 15'' Centers ≥ 8'' 7 'L' CONTRACTION JOINT See Detail D Crack or Joint Line T/3 ± 1 4'' 1 8'' ± 1 16'' Saw Cut DETAIL D 8 8 Sealant or cleaning not required. T 30'' Long Tie Bar at 12'' Centers 421 2 'DW' DAY'S WORK JOINT(Non-working) Pavement Edge 15'' min.9'' min. T at 12'' Centers. 24'' Long Tie Bar 4 2 'RT' ABUTTING PAVEMENT JOINT RIGID TIE Hole Diameter 1 8'' Larger than Tie Bar 1 2" to 3 4''Top of Pavement Sealant SECTION A-A (Detail at Edge of Pavement) 24" 3"4.5" 6" 8" R 1" R 2" NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING. 3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4000 PSI PCC SEE PLANS FOR DEPTH 12" SUBGRADE PREPARATION IN TWO 6" LIFTS COMPACTED BACKFILL PAVEMENT SECTION SCALE NONE XXX #4 @ 12" O.C. THUS:60" 36" #4 @ 12" O.C. STRUCTURAL STOOP- SEE STRUCTURAL KEYED JOINT 4" VOID FORMS X WIDTH OF SIDEWALK 2" 5'-0" SIDEWALK 1/4" EXPANSION JOINT FILLED W/ GRAY MASTIC JOINT SEALANT 12" 6" PCC 12" STRUCTURAL STOOP / SIDEWALK TRANSITION DETAIL SCALE NONE 5" See Plan" PCC 12" VARIES SEE PLAN 12" SUBGRADE PREP SIDEWALK DETAIL NOT TO SCALE 4" 12" 12" NOTES: 1. SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 2% MAX CROSS SLOPE. 1 2 Cross Slope Transition Segment (where necessary) Curb ramp requirements: 1. Maximum curb ramp slope of 8.3%, or Space passing area at 200'-0" (max.) intervals. (Required for new construction) GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK Match existing sidewalk cross slope. Cross slope: 1.5% (target) 2.0% (max) 5' - 0 " m i n . 2. Minimum length of 15'-0" at any constant slope Passing area if sidewalk is less than 5'-0" wide. Match pedestrian street crossing slope, or flatter. Minimum 4 feet by 4 feet. Target slope = 1.5%; maximum slope = 2.0% perpendicular to adjoining sidewalks and curb ramps.Para l l e l R a m p (if r e q u i r e d ) Stan d a r dSidew a l k 1'-0" (typ.) Grade Break CURB RAMP INSIDE INTERSECTION RADIUS Special Shaping Parallel Curb Ramp: If normal sidewalk elevation cannot be achieved with perpendicular ramp between street and landing due to limited ramp length, provide a parallel ramp to make up elevation difference between landing and standard sidewalk. Length of parallel ramp is not required to exceed 15 feet, regardless of resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet. Turning Space: Target slope of 1.5% with maximum slope perpendicular to travel directions of 2.0%. Minimum 4 feet by 4 feet. Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Target cross slope of 1.5% with a maximum cross slope of 2.0%. Match pedestrian street crossing cross slope or flatter. 1 2 3 4 3 3 1 2 4 4 5 5 3 2 ALTERNATIVE CURB RAMP INSIDE INTERSECTION RADIUS Varies Stand a r d Sidew a l k 1'-0"(typ.) 1'-0" (typ.) Cut panels as required to provide continuous detectable warning surface around radius. Back of Curb Face of Curb Para l l e l R a m p (if re q u i r e d ) DETECTABLE WARNING PLACEMENT 2'-0" min. 2'-0" min. 2'-0" min. 1 2 Provide minimum 2 foot width of detectable warning surfaces in direction of pedestrian travel across full width of the curb ramp or turning space, exclusive of curbs or flares. When detectable warning is located on curb ramp surface, orient domes in the direction of pedestrian travel. When distance between grade break and back of curb is less than 5', place detectable warning surface at the bottom of curb ramp. Where one corner of curb ramp is more than 5' from back of curb, construct curb ramp as a parallel curb ramp. Move grade break back as required to place detectable warning on turning space at back of curb. CURB RAMP DETAILS (Public ROW AccessabilityGuidelines) TRANSFORMER PAD MOAT DETAIL NOT TO SCALE CONTRACTOR TO INSTALL REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) REFERENCE ELECTRICAL PLANS TRANSFORMER 3' 3' 3' 3' 3" SCREENED RIVER ROCK EDGING WHERE SHOWN ON LANDSCAPE PLAN REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) 3' 2'2' 3'LINE TRENCH WITH SILT FENCE FABRIC (OR OTHER SOIL FABRIC WITH EQUAL OR LOWER POROSITY) EDGING WHERE SHOWN ON LANDSCAPE PLAN 3" SCREEND RIVER ROCK METAL STRUT FOR METER (SEE ELEC) COORDINATE W/ MID AMERICAN ENERGY 6" 48 " VARIES 24 " 60 " 1/2" FOAM AROUND BOLLARD SEAL FOAM W/ GRAY MASTIC JOINT SEALANT CLASS "A" CONC FOUNDATION CENTERED ON BOLLARD CONC WALK. SEE OTHER DETAILS EDGE OF PARKING STALL INSTALL BOLLARD 30" INTO SIDEWALK MEASURED FROM EDGE OF PARKING STALL TO CENTER OF BOLLARD 6" DIA WEATHERED (COR-TEN) STEEL PIPE EMBEDDED IN CONC FILL PIPE W/ CONRETE STEEL POLE CEMENTED INTO BOLLARD CENTER MUTCD R7-8p (VAN ACCESSIBLE) PER ADA REQUIREMENTS 2"x2" SQUARE BLACK POWDER COATED STEEL POLE MUTCD R7-8 (RESERVED PARKING) SIGN BOLLARD W/ HC PARKING SIGN DETAIL SCALE NONE 8 C601 36 " 20" FILL PIPE WITH CONCRETE. 6 INCH DIAMETER, 72 INCH LONG (EXPOSED) STEEL EMBEDDED IN CONCRETE. 12 INCH DIAMETER, 2-1/2 FEET DEEP CLASS CONCRETE FOUNDATION, CENTERED ON BOLLARD. PLASTIC, BLACK BOLLARD COVER WITH ROUNDED TOP. BOLLARD DETAIL 4 3 2 NOT TO SCALE BOLLARD SECTION 36 " 12" 30 " 1 24 " 6" (NTS) 3 4 2 1 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 6 D E T A I L S . D W G 1/ 2 0 / 2 0 2 6 9 : 1 0 : 4 3 A M C6.2 SITE DETAILS SHEET 5' M I N . D E P T H FLOOR SLAB DOWNSPOUT CONNECTION DETAIL NOT TO SCALE EXTERIOR WALL DOWNSPOUT (REF ARCH) INSTALL CAP ON STORM PIPE AND EXTEND DOWNSPOUT INTO CAP COVER PROPOSED GROUND FOUNDATION WALL 90o BEND 4"/6" N-12 PIPE TO MATCH DOWN SPOUT CONNECT TO 8" STORM SEWER W/WYE Final Trench Backfilll KEY OD = Outside diameter of pipe TW = Trench width at top of pipe: Min. = OD+18 inches OR 1.25xOD+12 inches (whichever is greater) FLEXIBLE PIPE -TRENCH BEDDING 1 NOTES: 1. INSTALL CAP IF AT END OF RUN. COMPACTED CRUSHED STONE BASE TEE REDUCER IF NEEDED CAST IRON ROUND GRATE COMPACTED EARTH PERFORATED PVC OR HDPE PIPE IN-LINE DRAIN (TEE INTAKE) DETAIL NOT TO SCALE CLEAN GRAVEL BACKFILL, AROUND AND 8" ABOVE PIPE. RISER STORM CLEANOUT DETAIL SCALE NONE 6" W W DOMESTIC SERVICE SIZE PER MEP PLANS 6" FIRE SERVICE (TYP.) TEE W ° S S GMW W W G G ST ST ST 8 6 6 6 6 1-STORY BLDG 2,425 SF 5 9 SAN CO CO CO ST ST ST CO CO WV RA M P 1053 105 2 10 5 4 10 5 3 1054 1054 1054 10 5 4 1054 1054 10 5 5 1054 105510 5 4 WV EM PROPOSED 5' PUE 27.5' 60 ' 5' COOLERS D WV S WVS D D S WV H Y D D D H Y D WV GV S D WV WVHY DWVWV D WV H Y D U/E U/E U/E U/E U/E U/E G 2" G 2" G 2" G 2" G 2" G 2" G 2" ST30" ST30" ST30" 105 5 1052 105 3 10 5 4 10 5 0 10 5 5 105 1 105 2 105 3 10 5 4 10 5 5 1055 105 5 10 5 5 105 1 10 5 2 105 3 1054 105 5 1054 105 6 105 5 105 3 105 4 105 6 105 4 ST 15"ST 15"ST 15" W12"W12"W12"W12"W12"W12"W12"W12"W12" ST 30"ST 30"ST 30"ST 30"ST 30" 12" ST 12" ST 15"ST 15" ST 15" ST 12 " ST 15" ST 15" ST 24" SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SA N 8" SA N 8" ST 15 " ST 18" W6" W W12" G G W8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" LOT 2 LOT 3 LOT 1 W W F/O SE UNIVERSITY AVENUE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O APPROX. LOCATION PER LUMEN MAPS F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O LOT B SAN EX. 10' WALK FILTER SOCK FILTER SOCK FILTER SOCK FILTER SOCK SF SF SF SF SF SF SF SF SF SF SILT FENCE SF SILT FENCE SF SF SF SF FILTER SOCK FILTER SOCK ROCK CONSTRUCTION ENTRANCE MATERIAL STORAGE AND CONCRETE WASHOUT SF SF INTAKE PROTECTION TYP. SF SF INTAKE PROTECTION TYP. SF SF INTAKE PROTECTION TYP. SF SF SF SFSF SF SF TOPSO I L STOCK P I L E ST 15" SAN 12"SAN 12" SAN 12" SAN 12" SAN 12" SAN 12" S W12"W12" F/O F/O F/OF/O F/O D OUTLOT Z SE UNIVERSITY AVENUE AL I C E ' S R O A D EX. 24" FES FL= 1039.83 TWIN 24" RCP EX. STORM MH RIM =1047.70 FL= 1139.70 EX. 10' WALK EX . 5 ' W A L K SF SF SF INTAKE PROTECTION SF SILT FENCE TO PROTECT WATERLINE DURING CONSTRUCTION TRASH RACK - POST CONSTRUCTION FACILITY 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: CH A R L O T T E S K T I C H E N - W A U K E E 11 6 5 S E U N I V E R S I T Y A V E N U E WA U K E E , I O W A CJC 11-19-25 CITY 12-09-25 CITY 12-23-25 CITY 1-07-25 CITY 1-20-26 CITY 250270 L: \ L A N D P R O J E C T S 2 0 2 5 \ 2 5 0 2 7 0 C H A R L O T T E S W A U K E E \ D W G \ C 7 S W P P P . D W G 1/ 2 0 / 2 0 2 6 9 : 5 7 : 2 5 A M GRAPHIC SCALE 020 10 20 40 C7.1 SWPPP EROSION CONTROL NOTES: 1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID. 2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2. 3.INSTALL PERIMETER PROTECTION AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 4.INSTALL INTAKE PROTECTION IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 9.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. 10.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES. 11.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS. 12.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES. 13.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING REGIONAL DETENTION BASIN MODIFICATION NOT TO SCALE SITE ENTRANCE DETAIL TEMP. ROCK ENTRANCE (PLAN VIEW) (PROFILE VIEW) TEMP. ROCK ENTRANCE 3" CLEAN LIMESTONE PLACE ROCK ON FABRIC STABILIZED ENTRANCE SHALL BE AT LEAST 50' LONG AND EXTEND TO THE PUBLIC ROADWAY. 5' - 0 " M I N . GROUND LINE ENGINEERING FABRIC FLOW 2 1' ABOVE GROUND LINE VARIABLE 10' MAX.5' MAX.5' MAX.10' MAX. 1' ABOVE GROUND LINE SECURE TOP OF ENGINEERING FABRIC ENGINEERING FABRIC TO BE PLACED TO BOTTOM OF TRENCH. 1 2 ENGINEERING FABRIC GROUND LINE TRENCH BOTTOM TRENCH BOTTOM 1 1 1 LINE GROUND 1 MIN. 4" EXCESS FABRIC COMPACTED BACKFILL 12 " MI N . DETAIL OF SILT FENCE AT DITCH OR SWALE DETAIL OF SILT FENCE 8' SPACING TO TOP OF STEEL POST. SEE DETAIL OF ATTACHMENT TO POST. VERTICAL CUT WIRE CORD CORD CORD WIRE POST FABRIC FABRIC BACK VIEW OF FABRIC BACK VIEW ATTACHMENT TO POST 3 4 NOTES : 3 MAKE VERTICAL CUT IN TOP OF FABRIC. PULL OUT AND TWIST CORD. 4 LOOP CORD AROUND POST FORMING A LOOP. PULL WIRE THROUGH FOLD AREA OF FABRIC AND SECURE AROUND POST. 'T' STEEL FENCE POST NORMAL FORESLOPE 2" RISE IN FENCE 31" MIN. NORMAL BACKSLOPE 31 " M I N . 6" TRENCH DEPTH FOR NORMAL INSTALLATION (MIN.) 12" TRENCH DEPTH FOR DITCH INSTALLATION NOT TO SCALE (SECTION VIEW) (PROFILE VIEW) SILT FENCE DETAILS NOT TO SCALE INLET 5'-0" 5'-0" 'T' FENCE POST, 5' MIN. NOTES: 1. SECURE TOP OF FABRIC TO POSTS, USING CABLE TIES OR WIRE. 2. FABRIC TO BE BURIED 12", AND FOLDED ALONG BOTTOM. 3. STEEL POSTS TO BE EMBEDDED 28". (PLAN VIEW) DROP INLET BASKET PROTECTION SILT FENCE FABRIC IF APPLICABLE INLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY LOCATION WHERE CONCRETE IS USED. 2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY LINER IS AN ACCEPTIBLE ALTERNATIVE (PLAN VIEW) 1 C.Y. CONCRETE WASH-OUT BAG 'T' FENCE POST 5' MIN CONCRETE WASH-OUT BAG DETAIL (PROFILE VIEW) 1 C.Y. CONCRETE WASH-OUT BAG EROSION CONTROL REMOVAL NOTES: 1.AFTER FINAL STABILIZATION HAS OCCURED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES. STABILIZED ENTRANCE 30'X90'-6" DEEP 2" CLEAN CRUSHED ROCK DRIVE ON GEOTEXTILE 120 SOCK FILTER (TYP) LEGEND: EXISTING CONTOUR PROPOSED CONTOUR120 SFSF SF EROSION CONTROL QUANTITIES: DISTURBED AREA 0.71 ACRES FILTER SOCK 700 LF SILT FENCE 150 LF INLET PROTECTION 5 EA CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA PERMANENT SOD 12,425 SF **SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS** TEMPORARY SEEDING (SUDAS TYPE 4) AS NECESSARY *NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS. COOKING AREA WASHING STORAGE VESTIBULE ORDER LINE SODA AREA CORRWOMEN MEN DINING ROOM JANITOR CASHIERS STORAGE SPRINKLER JANITOR SHELTER N CONCEPTUAL FLOOR PLAN A1.1 1 DIMENSIONED FLOOR PLANS A1.1 Ch a r l o t t e ' s K i t c h e n Driv e T h r u R e s t a u r a n t 11 6 5 S E U n i v e r s i t y A v e n u e Wa u k e e , I o w a 5 0 2 6 3 250046-5JOB NO. TITLE SHEET RE I S S U E D W I T H R E S P O N S E S T O S T A F F C O M M E N T 1 2 - 2 3 - 2 0 2 5 N OUTDOOR SHELTER AREA AND SCREEN FENCE A1.1 2 STONE VENEER FOR BUILDING AND TRASH ENCLOSURE EXTERIOR ELEVATIONS A2.1 Ch a r l o t t e ' s K i t c h e n Driv e T h r u R e s t a u r a n t 11 6 5 S E U n i v e r s i t y A v e n u e Wa u k e e , I o w a 5 0 2 6 3 250046-5JOB NO. TITLE SHEET RE I S S U E D W I T H R E S P O N S E S T O S T A F F C O M M E N T 1 2 - 2 3 - 2 0 2 5 SOUTH ELEVATION A2.1 1 NORTH ELEVATION A2.1 2 WEST ELEVATION A2.1 3 EAST ELEVATION A2.1 4 STONE VENEER FOR BUILDING AND TRASH ENCLOSURE TRASH ENCLOSURE AND EMPLOYEE SHED ELEVATIONS A2.2 Ch a r l o t t e ' s K i t c h e n Driv e T h r u R e s t a u r a n t 11 6 5 S E U n i v e r s i t y A v e n u e Wa u k e e , I o w a 5 0 2 6 3 250046-5JOB NO. TITLE SHEET RE I S S U E D W I T H R E S P O N S E S T O S T A F F C O M M E N T 1 2 - 2 3 - 2 0 2 5 TRASH GATE ELEVATION A2.2 1 TRASH SIDE ELEVATIONS A2.2 2 REAR ELEVATION A2.2 3 EMPLOYEE SHED WEST ELEVATION A2.2 4 EMPLOYEE SHED SOUTH ELEVATION A2.2 5 EMPLOYEE SHED EAST ELEVATION A2.2 6 EMPLOYEE SHED NORTH ELEVATION A2.2 7 EMPLOYEE SHED SECTION A2.2 8