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Home My WebLink About2024-03-18 I03 Waukee HS Building Addition_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 18, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Waukee High School Building Addition (555 SE University Avenue) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Waukee Community School District requests approval of a site plan to authorize the construction of a 31,337 square foot building addition. The building addition will include a new auditorium. The project also includes improvements to existing parking lots, an addition of a new parking lot at the northwest corner, improvements to sidewalks/trails, and rerouting of the drive along the north side of the building. No changes to the existing accesses are proposed. The proposed project will add an additional 156 parking spaces to the site, bringing the parking stall count for the overall site up to 1,081 parking stalls, including 24 accessible spaces. No new public sidewalks or trails are proposed. A new private trail will be provided into the site and adjacent to the north driveway. Sidewalks will be installed from the new parking lot to provide access to the building and other areas of the site. The site will be serviced with public utilities. Storm water detention will be provided with detention basins. Several trees will be installed surrounding the detention ponds and the parking areas. The elevations of the building addition are proposed to be constructed mainly of brick, metal wall panels, metal mesh sunshading, and aluminum curtainwall framing. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 12, 2024, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Waukee High School Building Addition (555 SE University Avenue) Item 5: Approval of a Site Plan for Waukee High School Building Addition (555 SE University Avenue) Bill Mettee, Planner, introduced the request for the approval of site plan for a building addition, as requested by Waukee Community School District, represented by Joel Jackson of Bishop Engineering. The project includes a 31,337 square foot addition onto the existing building. The building addition will include a new auditorium. The project also includes improvements to existing parking lots, an addition of a new parking lot at the northwest corner, improvements to sidewalks/trails, and rerouting of the drive along the north side of the building to accommodate the building addition. I3 The access points from Ashworth Drive will remain in the same location, but the drive within the site at the north will be relocated further north to allow for expansion of the building. The proposed site plan will remove a total of 61 parking stalls and will add a total of 217 parking stalls. The overall site includes a total of 1,081 parking stalls, including 24 accessible spaces. No new public sidewalks or trails are proposed with this project. A new private trail will be provided from the public trail along Ashworth Drive into the site, to the north of the relocated north driveway. Sidewalks will be installed from the new parking lot at the northwest corner to provide access to the building. The addition will be serviced with public utilities. The utility plan has been approved as a separate site plan package. Stormwater detention is provided at the northwest and southwest corners of the subject area. Therea are no specific open space requirements for this site. Several trees will be installed with this site plan, including surrounding the detention ponds and parking lots. The elevations of the building addition are proposed to be constructed of brick, metal wall panels, metal mesh sun shading, and aluminum curtain wall framing. The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan subject to remaining staff comments. Discussion as follows: No questions Motion by Commissioner Broderick for approval of a site plan for Waukee High School Building Addition, seconded by Commissioner Lohse. Ayes: Broderick, Beenken, Koelker, and Lohse. 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: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR WAUKEE HIGH SCHOOL BUILDING ADDITION 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 Waukee High School Building Addition, subject to remaining staff comments on March 12, 2024; AND, WHEREAS, the Site Plan for Waukee High School Building Addition is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee High School Building Addition 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 18th day of March, 2024, that the Site Plan for Waukee High School Building Addition is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Waukee High School Building Addition – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: March 7, 2024 MEETING DATE: March 12, 2024 GENERAL INFORMATION Owner/Applicant: Waukee Community School District Owner’s Representative: Joel Jackson, P.E. with Bishop Engineering Request: The applicant is requesting approval of a site plan for a building addition. Location and Size: Property is generally located north of SE University Avenue and east of Ashworth Drive, containing approximately 30 acres. Property Address: 555 SE University Avenue AREA MAP ABOVE: Aerial of subject property. March 7, 2024 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Waukee Community School District – Waukee High School Institutional A-1 (Agricultural District) North Single Family Residential Single Family Residential R-2 (One and Two Family Residential District) South Commercial Neighborhood Commercial C-1 (Community and Highway Service Commercial District) East Waukee Community School District – Prairieview School Institutional A-1 (Agricultural District) West Centennial Park / Waukee High School Football Stadium Park / Institutional A-1 (Agricultural District) & COS (Conservation and Open Space District) PROJECT DESCRIPTION The project includes a 31,337 square foot addition onto the existing building. The building addition will include a new auditorium. The project also includes improvements to existing parking lots, an addition of a new parking lot at the northwest corner, improvements to sidewalks/trails, and rerouting of the drive along the north side of the building to accommodate for the building addition. ACCESS AND PARKING No changes to the existing accesses into the site are proposed. The access points off of Ashworth Drive will remain in the same location, but the drive within the site at the north will be relocated further north to allow for the expansion of the building. The proposed site plan will remove a total of 61 parking stalls and will add a total of 217 parking stalls. The overall site includes a total of 1,081 parking stalls, including 24 accessible spaces. SIDEWALKS/TRAILS No new public sidewalks or trails are proposed with this project. A new private trail will be provided from the public trail along Ashworth Drive into the site, to the north of the relocated north driveway. Sidewalks will be installed from the new parking lot at the northwest corner to provide access to the building and other areas of the site. UTILITIES The new addition will be serviced with all public utilities. The utility plan has been approved as a separate site plan package. Stormwater detention is provided at the northwest and southwest corners of the subject area. LANDSCAPING & OPEN SPACE There are no specific open space requirements for this site. Several trees will be installed with this site plan, including surrounding the detention ponds and the parking lots. ELEVATIONS The elevations of the building addition are proposed to be constructed of brick, metal wall panels, metal mesh sunshading, and aluminum curtainwall framing. March 7, 2024 3 of 3 STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan subject to remaining staff comments. WAUKEE HIGH SCHOOL BUILDING ADDITION WAUKEE, IOWA IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. PROPERTY DESCRIPTION: THAT PART OF THE EAST ONE-HALF OF THE SOUTHWEST QUARTER (E 1/2 SW 1/4) LYING SOUTH OF THE RIGHT-OF-WAY OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD AND EAST OF HIGHWAY IN SECTION 34, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., IN DALLAS COUNTY, IOWA, CONTAINING 30 ACRES MORE OR LESS, SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. ADDRESS: 555 SE UNIVERSITY AVENUE WAUKEE, IOWA 50263 OWNER/PREPARED FOR: WAUKEE COMMUNITY SCHOOL DISTRICT ATTN: KIRK JOHNSON 560 SE UNIVERSITY AVENUE WAUKEE, IOWA 50263 PHONE: 515-987-5161 EMAIL: KJOHNSON3@WAUKEESCHOOLS.ORG ZONING: A-1 AGRICULTURAL DISTRICT MINIMUM FRONT YARD DEPTH - 35 FEET MINIMUM REAR YARD DEPTH - 35 FEET MINIMUM SIDE YARD DEPTH - 35 FEET MAXIMUM BUILDING HEIGHT - 3 STORIES FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OF WAUKEE CITY CLERK AT 515-978-7904 PARKING REQUIRED: TOTAL EXISTING PARKING = 1,081 STALLS (INCL 24 H.C. STALLS) STALLS TO BE REMOVED = 61 STALLS STALLS TO BE ADDED = 217 STALLS BUILDING INFORMATION: EXISTING BUILDING SQUARE FOOTAGE: 207,571 SF EXISTING BUILDING HEIGHT: 47.0' BUILDING ADDITION SQUARE FOOTAGE: 31,337 SF BUILDING ADDITION HEIGHT: 69.0' TOTAL BUILDING SQUARE FOOTAGE: 238,908 SF TOTAL BUILDING HEIGHT: 69.0' OPEN SPACE REQUIREMENTS: NO OPEN SPACE REQUIREMENT IMPERVIOUS SURFACE: EXISTING IMPERVIOUS AREA TO BE REMOVED=56,830 SF PROPOSED IMPERVIOUS AREA=125,119 SF NET CHANGE= 68,289 SF INCREASE BENCHMARK: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 POINT #1, FOUND 1/2 IRON RCP NORTHING = 7493707.33 EASTING = 18459168.94 ELEVATION = 1031.15 DESCRIPTION: NORTHWEST CORNER OF THE SITE APPROXIMATELY 7 FEET NORTH OF THE DOUBLE CMP POINT #2, FOUND CUT X NORTHING = 7492117.04 EASTING = 18459161.24 ELEVATION = 1022.43 DESCRIPTION: SOUTH OF THE TRAFFIC POLE ON THE NORTHEAST CORNER OF INTERSECTION OF SE UNIVERSITY AVENUE AND ASHWORTH ROAD VICINITY MAP NO SCALE COPYRIGHT 2023 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: C-001 COVER SHEET C-002 OVERALL PLAN C-003 CONSTRUCTION STAGING PLAN C-004 PHASING PLAN C-100-103 DEMO PLAN C-201-205 LAYOUT PLAN C-301-303 GRADING PLAN C-401-403 UTILITY PLAN C-501-503 LANDSCAPE PLAN C-601-602 DETAILS SHEET C-701-703 SWPPP GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECS AND 2023 SUDAS. 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 VEHICLE 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 ENGINEERING FABRIC. 8.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. 9.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS. 10.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 11.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 12.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. SITE ACCESS/JOB SITE PROTECTION: 1.CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER PRIOR TO CONSTRUCTION FOR SITE ACCESS. 2.PROTECT ALL WORK AND STAGING AREAS WITH 4' ORANGE CONSTRUCTION FENCING. SITE RESTORATION: 1.ALL DISTURBED AREAS SHALL BE SODDED. 2.ANY PAVEMENT, CURBS, OR WALKS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH NEW, 6" CONCRETE AT NO EXPENSE TO THE OWNER. CONSTRUCTION STAKING NOTES: 1.CONTRACTOR IS REQUIRED TO HAVE ALL CONSTRUCTION STAKING DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER, AND IN COORDINATION WITH THE PROJECT ENGINEER, INCLUDING PEDESTRIAN FACILITIES. 2.ALL CONSTRUCTION STAKING WILL BE COMPLETED BY BISHOP ENGINEERING AND PAID FOR DIRECTLY BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STAKING. COORDINATION SHALL BE CONSIDERED INCIDENTAL TO BID. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR COORDINATION OF CONSTRUCTION STAKING. 3.CONTRACTOR SHALL CONTACT BISHOP ENGINEERING TO ORDER STAKING AT LEAST 4 DAYS PRIOR. 4.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 0 C O V E R . D W G 2/ 2 0 / 2 0 2 4 2 : 4 1 : 4 9 P M 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. UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / 515-252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920) 3. FIBER OPTIC (CONSOLIDATED COMMUNICATIONS / 515-867-4769) 4. FIBER OPTIC (UNITE PRIVATE NETWORKS / 816-425-3556) 5. FIBER OPTIC (WAUKEE COMMUNITY SCHOOL DISTRICT / 515-987-5161) 6. GAS (CITY OF WAUKEE / 515-978-7920) 7. WATER (CITY OF WAUKEE / 515-978-7920) C0.1 - C7.1 ABBREVIATIONS: 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 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 5/8" IRON ROD WITH YELLOW PLASTIC CAP ID # XXXXX OR 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 C-001 COVER SHEET SITE SPECIFICATIONS NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE HIGH SCHOOL 2024 BUILDING ADDITION PROJECT SPECIFICATIONS, THE CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS. 2.FOR ANY DISCREPANCIES BETWEEN THE WAUKEE HIGH SCHOOL 2024 BUILDING ADDITION PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATIONS SHALL GOVERN UNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER. 3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES. 4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES. PAVEMENT SAWCUT NOTES: 1.CONTRACTOR SHALL FOLLOW JOINTING SHOWN ON PLANS. IF CONTRACTOR WANTS TO DEVIATE FROM JOINTING SHOWN, CONTRACTOR SHALL PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 OR JJACKSON@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION. 2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED NOT IN COMPLIANCE WITH JOINTING PLAN. 3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' JOINTS. 4.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS. 5.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT. EARTHWORK BALANCE 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 AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS. SWPPP NOTES: 1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JOEL JACKSON (515-276-0467) FOR A COPY OF THE SWPPP. 2.NPDES PERMIT AUTHORIZATION NUMBER: XXXX-XXXXX 3.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. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. ELECTRICAL LINE NOTES: 1.SITE ELECTRICAL LINES SERVICING PARKING LOT AND OTHER LIGHTING ARE SHOWN FOR CONTRACTOR REFERENCE. 2.ELECTRICAL LINES ARE VARYING DEPTH FROM JUST UNDER THE PAVING TO A FEW FEET DEEP. 3.CONTRACTOR RESPONSIBLE FOR PROTECTING ALL ELECTRICAL LINES SHOWN ON PLANS OR MARKED OUT IN THE FIELD. 4.ANY LINES HIT BY THE CONTRACTOR THAT ARE SHOWN ON THE PLANS OR THROUGH FIELD LOCATES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO FIX AND ARE NOT ELIGIBLE FOR A CHANGE ORDER. STORM & SANITARY TELEVISING NOTES: 1.CONTRACTOR IS REQUIRED TO TELEVISE ALL STORM SEWER SYSTEMS PRIOR TO PAVING OPERATIONS. 2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING. 3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING. 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 WETLAND NOTES: 1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SURVEY NOTES: 1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 11-06-2023. SE UNIVERSITY AVE AS H W O R T H D R I V E 6T H S T R E E T HICKMAN ROAD COCO COMH MHMH MHCOCO EMEP GM CP #9000 CP #9001 CP #9002 ELEC F/ O F/ O F/ O F/ O F/ O O/ E O/ E O/ E O/ E O/E O/E O/ E O/ E F / O ST 12" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " ST 18 " ST 18" 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 U/E F / O F / O F/ O F/ O F/ O F/ O F/ O U/E U/E U/E U/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E W 8" W 8" W 8" W 8" W 8" W 8" W 12 " W 12 " W 12 " W 12 " W 12 " W12 " W 12 " W12 " W 12 " W12 " W12 " W8" W 8" W 8" W 8"W8" W 8" W 8" W12 " W12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" G G G G G G G G G G G G G G G G G G G G G G G G G GU/ E U/E U/E U/ E U/E 1031.70 OUTLET S DD S T U/E ST 42 " ST 42 " ST 42 " D D D D D D D CO CO CO CO CO COCO W 8" W 8" W 8" G 2" G2" G2" G2" G 2" G 2" G 2" G2" G2" 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 U/E U/E WV CO CO CO CO CO CO CO D H Y D D CO CO CO CO CO CO CO CO CO CO CO MA T C H L I N E # 1 MA T C H L I N E # 1 MATCHLINE #3 MATCHLINE #3 CO CO MA T C H L I N E # 2 MA T C H L I N E # 2 REF SHEETS: C-101, 201, 204, 301, 401, 501, AND 701 REF SHEETS: C-101, 201, 204, 301, 401, 501, AND 701 REF SHEETS: C-102, 202, 205, 302, 402, 502, AND 702 REF SHEETS: C-103, 203, 303, 403, 503, AND 703 REF SHEETS: C-103, 203, 303, 403, 503, 602 AND 703 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 0 0 O V E R A L L P L A N . D W G 2/ 2 0 / 2 0 2 4 2 : 4 3 : 3 6 P M DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 060 30 60 120 SCALE: 1" =60'C-002 OVERALL PLAN H Y D TBM: BURY BOLT ELEV=1034.95 WV COCO COMH EX SAN MH RIM=1031.71 MH EX SAN MH RIM=1031.75 MH EX SAN MH RIM=1031.79 MH EX SAN MH RIM=1031.81COCO WV H Y D TBM: BURY BOLT ELEV=1031.50 WV WV EMEP GM EX 18" RCP FES FL=1030.09 EX 18" RCP FES FL=1030.42 EX 18" RCP FES FL=1022.42 CP #9000 CP #9001 6" TREE 6" TREE 6" TREE 6" TREE8" TREE 24" TREE 8" TREE 8" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D TBM: BURY BOLT ELEV=1027.39 EX 32" RCP FES FL=1022.59 EX 32" RCP FES FL=1022.81 GV EX INTAKE T/C=1025.74 RIM=1025.32 FL(N 18"RCP)=1022.19 FL(E 12"RCP)=1022.18 FL(S 18"RCP)=1022.08 EX INTAKE T/C=1028.19 RIM=1027.51 FL(E 12"RCP)=1023.71 FL(W 12"RCP)=1023.66 EX INTAKE T/C=1028.85 RIM=1028.17 FL(W 12"RCP)=1025.27 ELEC WV WV H Y D TBM: BURY BOLT ELEV=1028.14 EX 6" CPP FL=1023.24 EX 24" CMP FL=1026.24 EX 24" CMP FL=1026.27 WV EX INTAKE RIM=1024.19 FL(S 18"RCP)=1020.64 FL(N 18"RCP)=1020.60 F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O FF = 1 0 3 2 . 5 8 FF=1032.55 FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) ST O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E O/ E O/ E O/ E O/ E F / O ST 12" ST 12" ST 12" ST 12" ST 12" ST 24 " ST 24 " ST 42" ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18" ST 18" APPROX. LOCATION PER CITY GIS 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 APPROX. LOCATION PER UPN,WCSD AND LUMEN MAPS U/E U/E U/E U/E 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 APPROX. LOCATION PER WCSD MAP APPROX. LOCATION PER WCSD MAP APPROX. LOCATION PER WCSD MAP F/ O FIELD LOCATED FIBER CONSOLIDATED COMMUNICATION PER OLD PLAN U/E U/E U/E U/EU/E U/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W12 " W12 " W 12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W12 " W12 " W12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 8" G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 1 0 3 0 1 0 3 0 1 0 3 0 10 3 0 10 2 7 102 7 1 0 2 7 10 3 3 1030 1030 103 0 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 102 9 1028 1027 1028 102 7 102 6 10 2 7 10 2 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1031 103 2 1 0 3 2 1033 8" TREE 4" TREE 14" TREE 14" TREE 6" TREE 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD TBM: BURY BOLT ELEV=1030.01 WV I CV FF=1033.43 6" OAK 103 4 1033 1032 1031 1 0 3 3 1032 1033 1032103 1 1 0 3 3 103 3 1 0 3 3 1033 1032 10 3 3 10 3 2 10 3 1 10 3 1 10 3 0 10 3 0 103 4 10 3 3 10 3 2 10 3 1 10 2 7 1028 1029 1030 103 1 103 2 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 5 1025 1 0 2 4 1 0 2 4 102 6 EX GI CLEANOUT FL=1026.40 EX GI CLEANOUT FL=1026.48 G U/ E U/E U/E U/E U/ E U / E U/E U/E U/E U/EU/E 1030.99 EX 12" RCP FES FL=1030.24 EX 12" RCP FES FL=1029.62 EX 12" RCP FES FL=1032.05 WV H Y D TBM: BURY BOLT ELEV=1023.83 EX INTAKE T/C=1022.48 RIM=1022.06 FL(N 18"RCP)=1019.15 FL(S 18"RCP)=1019.05 12" PINE 12" PINE S T S T 10 2 2 1 0 2 2 1023 1 0 2 3 10 2 4 1023 U/EU/E ST 42 " ST 42 " ST 42 " ST 42 " U/E U/E U/E U/ E U/ E U/E F/O F/O F/O F/ O F/O SA N F/ O F / O F/O F/O F/O F/O F/O WATER LOCATION PER POTHOLING TOP OF WATER=1024.88 FL=1023.77± WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± EX 6'X6' SW-402 MH RIM=1028.51 FL(S 42" CMP)=1018.61 FL(N 42" CMP)=1018.31 A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) WV 10 2 6 10 2 7 102 8 102 9 10 2 6 102 7 1028 1029 1031 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X < < < < < < < < 24' ROCK CONSTRUCTION ENTRANCE CONTRACTOR SHALL KEEP TRAIL CLEAN OF ROCK AND DEBRIS 6' TEMPORARY CONSTRUCTION FENCE (TYP.) 6' TEMPORARY CONSTRUCTION FENCE (TYP.) 6' TEMPORARY CONSTRUCTION FENCE (TYP.) 6' TEMPORARY CONSTRUCTION FENCE (TYP.) 6' TEMPORARY CONSTRUCTION FENCE (TYP.) CIRCULATION PATH 6' TEMPORARY CONSTRUCTION FENCE GATE 24" TEMPORARY CMP CULVERT TEMPORARY "RIGHT TURN ONLY, NO LEFT TURN" SIGN IN BARREL (SEE NOTES) TEMPORARY BARRICADES SANDBLAST PAINT STRIPES THROUGH CIRCULATION PATH DO NOT GRIND ROAD CLOSED SIGN ON FENCE CONSTRUCTION STAGING AREA (SEE NOTES) CONCRETE WASHOUT OUTHOUSE & MATERIAL STORAGE LEFT TURN SIGN WITH ARROW ON FENCE REMOVE AND REPLACE FENCE AS NECESSARY FOR STORM SEWER INSTALLATION REMOVE PAVEMENT AND PLACE TEMPORARY PAVEMENT AS NECESSARY FOR STORM SEWER INSTALLATION FENCE TO BE IN PLACE PRIOR TO AUGUST 2024 DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 040 20 40 80 C-003 CONSTRUCTION STAGING PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 0 0 0 C O N S T R U C T I O N S T A G I N G P L A N . D W G 2/ 2 0 / 2 0 2 4 2 : 4 4 : 0 4 P M CONSTRUCTION STAGING NOTES: 1.XXXX COCO COMH MH MH MHCOCO EMEP GM CP #9000 CP #9001 ELEC F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O FF = 1 0 3 2 . 5 8 FF=1032.55 FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE ST O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E O/ E O/ E O/ E O/ E F / O ST 12" ST 12" ST 24 " ST 24 " ST 42" ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18" ST 18" 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 U/E F / O F/ O F/ O F/ O F/ O F/ O F/O F/ O U/E U/E U/E U/EU/E U/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W12 " W 12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W8" W 8" W 8" W 8" W 8" W 8"W8" W12 " W12 " W12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 8" G G G G G G G G G G G G G G G G G G G G FF=1033.43 G U/ E U/E U/E U/E U/EU/E ST 42 " ST 42 " ST 42 " ST 42 " SA N D D D D D D CO CO CO COCO W 8" W 8" W 8" W8" W 8" G 2" G 2" G2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" G 2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E WV CO CO CO CO CO CO D H Y D CO CO CO CO CO CO CO CO CO CO CO CO CO PHASE 2 PHASE 2 PHASE 1 PHASE LINE PHASE LINE PHASE LINE L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 0 0 0 0 P H A S I N G P L A N . D W G 2/ 2 0 / 2 0 2 4 2 : 4 5 : 1 3 P M DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 040 20 40 80 SCALE: 1" =40'C-004 PHASING PLAN H Y D TBM: BURY BOLT ELEV=1034.95 WV COCO COMH EX SAN MH RIM=1031.71 MH EX SAN MH RIM=1031.75 MH EX SAN MH RIM=1031.79 MH EX SAN MH RIM=1031.81COCO WV H Y D TBM: BURY BOLT ELEV=1031.50 WV WV EMEP GM EX 18" RCP FES FL=1022.42 CP #9000 CP #9001 CP #9002 6" TREE 6" TREE 6" TREE 6" TREE8" TREE 24" TREE 8" TREE 8" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D TBM: BURY BOLT ELEV=1027.39 EX 32" RCP FES FL=1022.59 EX 32" RCP FES FL=1022.81 GV EX INTAKE T/C=1025.74 RIM=1025.32 FL(N 18"RCP)=1022.19 FL(E 12"RCP)=1022.18 FL(S 18"RCP)=1022.08 EX INTAKE T/C=1028.19 RIM=1027.51 FL(E 12"RCP)=1023.71 FL(W 12"RCP)=1023.66 EX INTAKE T/C=1028.85 RIM=1028.17 FL(W 12"RCP)=1025.27 ELEC WV EX 6" CPP FL=1023.24 EX INTAKE RIM=1024.19 FL(S 18"RCP)=1020.64 FL(N 18"RCP)=1020.60 F/ O F/ O F/ O F/ O F/ O FF = 1 0 3 2 . 5 8 FF=1032.55 FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 8 10 13 13 13 13 13 13 PRI V A T E D R I V E (C O N C R E T E S U R F A C E ) 6 4 5 GARAGE DOOR ST 9 9 9 9 EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. C O N C R E T E S I D E W A L K EX. "T" POST EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. CONCRETE TRAIL EX. ASPHALT TRAIL SPEED TABLE WARNING SIGN "STOP" SIGN (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E SPEED TABLE (TYP.) SPEED TABLE (TYP.) EX. C O N C R E T E T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. C O N C R E T E T R A I L EX. CONCRETE TRAIL EX. A S P H A L T T R A I L EX . C O N C R E T E T R A I L EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K EX . C O N C R E T E S I D E W A L K EX. C O N C R E T E S I D E W A L K BUILDING ENTRY RAISED STOOP AND ENTRYWAY RAISED STOOP AND ENTRYWAY EX. CONCRETE PARKING LOT EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18 " ST 18" ST 18" ST 18" APPROX. LOCATION PER CITY GIS 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 U/E U/E F/ O F/ O F/ O F/O APPROX. LOCATION PER WCSD MAP APPROX. LOCATION PER WCSD MAP APPROX. LOCATION PER WCSD MAP "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "DO NOT ENTER" SIGN (X2) "NO UNAUTHORIZED PARKING" SIGN (TYP.) SPEED TABLE WARNING SIGN (X2) EX. BOLLARD (TYP.) SPEED LIMIT SIGN 3 STEPS TO ENTRY BY GARAGE GARAGE DOOR AND ENTRY DOOR EX. 8' BLOCK WALL F/ O EX. GOAL POST EX. P R A C T I C E F I E L D EX. P R A C T I C E F I E L D U/E U/E U/E U/E U/EU/E U/E U/E EX. GOAL POST O/E O/E O/E W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W12 " W12 " W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W8"W8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 1029 1028 1027 1028 102 7 102 6 10 2 7 102 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1031 1 0 3 2 1033 8" TREE 4" TREE 14" TREE 14" TREE 6" TREE 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD TBM: BURY BOLT ELEV=1030.01 WV I CV FF=1033.43 6" OAK 1033 103 2 1 0 3 3 1032 1033 1032103 1 1 0 3 3 103 3 1 0 3 3 1033 1032 10 3 3 10 3 2 10 3 1 10 3 1 10 3 0 10 3 0 103 4 103 3 103 2 10 3 1 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 5 1025 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T EX . C O N C R E T E P A R K I N G L O T EX . C O N C R E T E P A R K I N G L O T EX GI CLEANOUT FL=1026.40EX GI CLEANOUT FL=1026.48 G G U/ E U/E U/E U/E U/E U/E U/ E U/E U / E U/E U/E U/E U/E U/E U/EU/E EX 18" RCP FES FL=1017.56EX 15" CMP FES FL=1017.08 WV H Y D TBM: BURY BOLT ELEV=1023.83 EX INTAKE T/C=1022.48 RIM=1022.06 FL(N 18"RCP)=1019.15 FL(S 18"RCP)=1019.05 EX 18" RCP FES FL=1018.60 EX 18" RCP FES FL=1018.09 10" TREE 16" PINE 22" TREE 6" PINE 8" PINE8" PINE 12" PINE 12" PINE 14" PINE 14" TREE 12" PINE ST 18" 10 2 0 10 2 1 10 2 2 1 0 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 10 2 1 10 2 2 1 0 2 5 1 0 2 4 1023 1 0 2 3 10 2 4 1023 U/E U/E U/E U/E ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " 10' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 U/E U/E 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 SA N F/ O F / O F/O F/O F/O F/O F/O F/O F/O WATER LOCATION PER POTHOLING TOP OF WATER=1013.67 FL=1012.56± WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± STORM LOCATION PER POTHOLING TOP OF STORM=1018.41 FL=1014.49± ST 36" EX 36" CMP FL=1016.65 EX 36" CMP FL=1015.44 AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) WV 10 2 6 10 2 7 102 8 102 9 10 2 6 102 7 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 PHASE 1 DEMO PHASE 1 DEMO PHASE 2 DEMO AREA PHASE 1 NO TOUCH AREA PH A S E 2 D E M O PH A S E 1 N O T O U C H A R E A PHASE 2 DEMO AREA PHASE 1 NO TOUCH AREA DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-100 DEMO PHASING PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 1 D E M O . D W G 2/ 2 0 / 2 0 2 4 2 : 4 5 : 3 7 P M EX 18" RCP FES FL=1022.42 6" TREE 6" TREE 6" TREE 24" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D TBM: BURY BOLT ELEV=1027.39 EX 32" RCP FES FL=1022.59 EX 32" RCP FES FL=1022.81 GV EX INTAKE T/C=1025.74 RIM=1025.32 FL(N 18"RCP)=1022.19 FL(E 12"RCP)=1022.18 FL(S 18"RCP)=1022.08 EX 6" CPP FL=1023.24 F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O ST 18 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 13 PRI V A T E D R I V E (C O N C R E T E S U R F A C E ) ST ST 9 9 9 9 EX. "T" POST SPEED TABLE WARNING SIGN "STOP" SIGN (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E SPEED TABLE (TYP.) EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. C O N C R E T E T R A I L EX. CONCRETE TRAIL EX. A S P H A L T T R A I L EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " APPROX. LOCATION PER CITY GIS F/O "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "NO UNAUTHORIZED PARKING" SIGN (TYP.) ARROW SIGN F/ O EX. P R A C T I C E F I E L D U/E U/E U/E U/E 8" W 8" W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " W8" G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 1029 1028 1027 1028 102 7 10 2 7 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T U/E 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 U/E U/E U/E U/E U/E U/E 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 F/O WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± 10 2 6 10 2 7 102 8 102 9 102 6 102 7 1028 SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT REMOVE AND SALVAGE STOP SIGN PROTECT GAS VALVE IN PLACE PROTECT GAS VALVE SIGN IN PLACE REMOVE AND SALVAGE SIGN PROTECT LIGHT POLE IN PLACE SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT REMOVE AND SALVAGE SIGN PROTECT TREE W/ ORANGE CONSTRUCTION FENCE (TYP) REMOVE "T" POST PROTECT LIGHT POLE IN PLACE PROTECT LIGHT POLE IN PLACE REMOVE 18" RCP FES REMOVE 18" RCP REMOVE INTAKE PROTECT 18" PIPE FLOWING SOUTH AND 12" INLET PIPE REMOVE AND SALVAGE SIGN PROTECT 18" RCP IN PLACE REMOVE AND SALVAGE SIGN REMOVE ASPHALT TRAIL REMOVE REMOVE ABANDONED UNDERGROUND ELECTRIC ABANDON ELEC EASEMENT REMOVE 12" RCP MA T C H L I N E # 1 MA T C H L I N E # 1 MA T C H L I N E # 2 MA T C H L I N E # 2 REDUCE SIZE OF PRACTICE FIELD EDGE TO 10' EXISTING PRACTICE FIELD TO BE REPLACE WITH PARKING EX IRRIGATION SYSTEM IN PLACE. CONTRACTOR SHALL REMOVE AND DISCONNECT AT BOX PRIOR TO CONSTRUCTION. COORDINATE W/ WCSD DEMO PHASE LINE WV H Y D TBM: BURY BOLT ELEV=1028.14 FL=1026.27 WV F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ARROW SIGN ARROW SIGN FIELD LOCATED FIBER CONSOLIDATED COMMUNICATION PER OLD PLAN EX. P R A C T I C E F I E L D O/E O/E O/E O/E O/E O/E W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" 12" G G G G G G G G G G G G 1 0 3 0 1 0 3 0 1 0 3 0 10 3 0 10 2 7 102 7 1 0 2 7 10 3 3 1030 1030 103 0 10 2 8 10 2 5 10 2 5 10 2 7 1028 1029 1030 103 1 103 2 1030.99 WATER LOCATION PER POTHOLING TOP OF WATER=1024.88 FL=1023.77± WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± EX 6'X6' SW-402 MH RIM=1028.51 FL(S 42" CMP)=1018.61 FL(N 42" CMP)=1018.31 EX. P R A C T I C E F I E L D A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 102 6 102 7 1028 1029 1031 REMOVE 345SF CONCRETE SIDEWALK SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT MA T C H L I N E # 1 MA T C H L I N E # 1 EXISTING PRACTICE FIELD TO BE REPLACE WITH PARKING EX IRRIGATION SYSTEM IN PLACE. CONTRACTOR SHALL REMOVE AND DISCONNECT AT BOX PRIOR TO CONSTRUCTION. COORDINATE W/ WCSD DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-101 DEMO PLAN DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. 3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NO GRINDING WILL BE ALLOWED. 4.PRIOR TO REMOVING TEE IN 8" WATER, VALVES #1, 2 AND 3 SHALL BE TURNED OFF. WATER REMOVAL NOTES: CONTRACTOR TO PLAN WATER REMOVAL WORK FOR EITHER A NIGHT OR A WEEKEND. CONTRACTOR RESPONSIBLE FOR COORDINATING TIME AND DATE WITH THE SCHOOL DISTRICT. WATER CAN ONLY BE TURNED OFF FOR A MAXIMUM OF 4 HOURS AT A TIME. THE FOLLOWING STEPS SHALL BE TAKEN: 1.CONTRACTOR TO TURN OFF VALVES 1, 2 AND 3. 2.CONTRACTOR TO DISCONNECT SECTION OF WATER TO BE REMOVED AND INSTALL TEE AND VALVE FOR NEW SECTION OF WATER. 3.ONCE OLD CONNECTION IS REMOVED AND NEW CONNECTION IS INSTALLED, TURN BACK ON VALVES 2 AND 3 WHILE LEAVING VALVE 1 AND THE NEW VALVE CLOSED 4.WITHIN 72 HOURS CONNECT OTHER END OF NEW WATER TO EXISTING WATER AND TURN BACK ON VALVE 1 AND THE NEW VALVE. L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 1 D E M O . D W G 2/ 2 0 / 2 0 2 4 2 : 4 5 : 4 9 P M H Y D WV COCO CO MH EX SAN MH RIM=1031.71 MH EX SAN MH RIM=1031.75 MH EX SAN MH RIM=1031.79 MH EX SAN MH RIM=1031.81 COCO WV H Y D TBM: BURY BOLT ELEV=1031.50 WV WV EMEP GM EX 18" RCP FES FL=1022.42 CP #9001 6" TREE 6" TREE 8" TREE 8" TREE EX INTAKE T/C=1025.74 RIM=1025.32 FL(N 18"RCP)=1022.19 FL(E 12"RCP)=1022.18 FL(S 18"RCP)=1022.08 EX INTAKE T/C=1028.19 RIM=1027.51 FL(E 12"RCP)=1023.71 FL(W 12"RCP)=1023.66 EX INTAKE T/C=1028.85 RIM=1028.17 FL(W 12"RCP)=1025.27 ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE ST 18 " 8 10 13 13 13 13 13 6 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. C O N C R E T E S I D E W A L K EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. CONCRETE TRAIL EX. ASPHALT TRAIL SPEED TABLE (TYP.) SPEED TABLE (TYP.) EX. C O N C R E T E T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. A S P H A L T T R A I L EX. C O N C R E T E T R A I L EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K EX . C O N C R E T E S I D E W A L K EX. C O N C R E T E S I D E W A L K BUILDING ENTRY RAISED STOOP AND ENTRYWAY RAISED STOOP AND ENTRYWAY EX. CONCRETE PARKING LOT ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 12" ST 18 " ST 18 " APPROX. LOCATION PER CITY GIS U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E APPROX. LOCATION PER WCSD MAP APPROX. LOCATION PER WCSD MAP "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "STUDENT ONLY PARKING" SIGN (TYP.) "DO NOT ENTER" SIGN (X2) SPEED TABLE WARNING SIGN (X2) EX. BOLLARD (TYP.) SPEED LIMIT SIGN X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST U/E U/E U/E U/EU/EU/E U/E U/E U/E EX. GOAL POST W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G G G G G G G G G G G G G G G G G 1 0 2 5 10 2 5 10 2 7 102 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1 0 3 2 1033 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD TBM: BURY BOLT ELEV=1030.01 WV 6" OAK 1033 1 0 3 3 1032 1033 1032 103 1 1 0 3 3 103 3 1 0 3 3 1033 10 3 3 10 3 2 10 3 1 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T EX GI CLEANOUT FL=1026.40 EX GI CLEANOUT FL=1026.48 U/E G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E G U/ E U/ E U/E U / E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U / E U/E 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 U/ E U/ E U/ E U/E F/O F/O SA N SA N 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 10 2 6 10 2 7 102 8 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT PROTECT EX TREE W/ ORANGE CONSTRUCTION FENCE (TYP) REMOVE 18" RCP FES REMOVE 18" RCP REMOVE INTAKE PROTECT 18" PIPE FLOWING SOUTH AND 12" INLET PIPE REMOVE INTAKE REMOVE 12" RCP REMOVE INTAKE REMOVE AND SALVAGE SIGN PROTECT 18" RCP IN PLACE REMOVE AND SALVAGE SIGN REMOVE AND SALVAGE SIGN REMOVE AND SALVAGE LIGHT POLE REMOVE AND SALVAGE SIGNS REMOVE ASPHALT TRAIL PROTECT EX ELECTRICAL BOX IN PLACE PROTECT EX RAISED STOOP, ENTRYWAY AND GUARDRAIL IN PLACE REMOVE BOLLARDS REMOVE BOLLARDS REMOVE EX STEPS, STOOP AND METAL GUARDRAIL REMOVE AND SALVAGE LIGHT POLE REMOVE AND SALVAGE LIGHT POLE REMOVE AND SALVAGE LIGHT POLE SAWCUT CLEAN EDGE SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT PROTECT EX STOOP SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT PROTECT EX STOOP REMOVE AND SALVAGE SIGNS REDUCE SIZE OF PRACTICE FIELD EDGE TO 10' REMOVE AND SALVAGE SIGNS FIBER LINE TO BE RELOCATED REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT PROTECT EXISTING STOOP AND CLEANOUTS REMOVE 2" GAS REMOVE ABANDONED WATER PROTECT GAS METER IN PLACE REMOVE ABANDONED GAS FIBER LINES TO BE RELOCATED PER UTILITY PROVIDER PROTECT GREASE INTERCEPTOR MANHOLES AND CLEANOUTS IN PLACE PROTECT HYDRANT REMOVE SIDEWALK SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT REMOVE UNDERGROUND ELECTRIC LINE PROTECT TRANSFORMER REMOVE AND SALVAGE SIGN ABANDON ELEC EASEMENT ABANDON ELEC EASEMENT KEEP ELEC EASEMENT BEGIN 12" WIDE CURB REMOVAL UNDERGROUND ELECTRIC TO BE REROUTED BY CONTRACTOR. REF MEP PLANS. VALVE #3 APPROXIMATELY 410 FEET NORTH OF VALVE #2 ALONG 8" WATER LINE REMOVE 12" RCP MA T C H L I N E # 2 MA T C H L I N E # 2 REDUCE SIZE OF PRACTICE FIELD EDGE TO 10' SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT DEMO PHASE LINE DEMO PHASE LINE DEMO PHASE LINE REMOVE ABANDONDED GAS, ELECTRIC, FIBER AND WATER DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-102 DEMO PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 1 D E M O . D W G 2/ 2 0 / 2 0 2 4 2 : 4 5 : 5 5 P M CP #9002 ST 18 " ST 18 " ST 18 " W 8" W 8" 12 " W12 " W12 " W12 " W12 " W 12 " W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W12 " EX 18" RCP FES FL=1017.56EX 15" CMP FES FL=1017.08 H Y D TBM: BURY BOLT ELEV=1021.40 WV EX INTAKE T/C=1022.48 RIM=1022.06 FL(N 18"RCP)=1019.15 FL(S 18"RCP)=1019.05 EX 18" RCP FES FL=1018.60 EX 18" RCP FES FL=1018.09 6" TREE 8" TREE 8" TREE 20" PINE 22" PINE 12" PINE 12" TREE 10" TREE 10" TREE 16" PINE 22" TREE 16" PINE 20" TREE 10" TREE 6" PINE 8" PINE 8" PINE 12" PINE 12" PINE 14" PINE 14" TREE 12" PINE 10" PINE 10" PINE 14" TREE 14" TREE 14" PINE 14" PINE 14" PINE 14" TREE ST 18"ST 18" 10 2 3 10 2 0 10 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 10 2 1 10 2 2 1 0 2 4 1 0 2 5 1 0 2 4 1023 1 0 2 3 10 2 4 1023 ST 42" ST 42 " ST 42 " ST 42 " ST 42 " WATER LOCATION PER POTHOLING TOP OF WATER=1013.67 FL=1012.56± STORM LOCATION PER POTHOLING TOP OF STORM=1018.41 FL=1014.49± ST 36" ST 36" EX 36" CMP FL=1016.65 EX 36" CMP FL=1015.44 AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SALVAGE 18" RCP FES REMOVE CONCRETE FLUME REMOVE FES AND 10LF OF STORM SEWER. CAP EX RCP W/ CONCRETE REMOVE FES AND CONCRETE FLUME ABANDON IN PLACE 18" STORM SEWER REMOVE EX 15" CMP FES AND ASSOCIATED PIPE. PLUG 15" HOLE IN 36" CMP. PROTECT EX TREE W/ ORANGE CONSTRUCTION FENCE (TYP) PROTECT EX TREE W/ ORANGE CONSTRUCTION FENCE (TYP) REMOVE TREE (TYP) REMOVE 345SF CONCRETE SIDEWALK SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT SAWCUT AND REMOVE PAVEMENT TO NEAREST JOINT REMOVE TREE (TYP) AS H W O R T H D R I V E MATCHLINE #3 MATCHLINE #3 REMOVE 30LF 18" RCP W12 " W 12 " W 12 " W 12 " W 12 " EX 36" FES FL=1017.10 EX INTAKE RIM=1022.78 FL(W 24")=1016.61 BOTTOM OF RESTRICTION=1017.61 FL(N 36")=1016.71 FL(SE 36")=1016.68 EX INTAKE RIM=1022.41 FL(NW 36")=1016.86 D EX STORM MH RIM=1022.45 FL(W 36")=1016.13 FL(E 24")=1016.33 FL(S 30")=1016.23 D EX STORM MH RIM=1021.92 FL(W 42")=1011.42 FL(E 36")=1015.52 WV H Y D TBM: BURY BOLT ELEV=1023.02 ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) MATCHLINE #3 MATCHLINE #3 REMOVE PIPE AS NECESSARY FOR STRUCTURE INSTALLATION DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-103 DEMO PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 1 D E M O . D W G 2/ 2 0 / 2 0 2 4 2 : 4 6 : 0 4 P M 14 7 16 16 16 16 15 10 11 D PAVEMENT TYPE 1 (REF DETAIL 1/C-601) D CO CO CO 24 ' 38 ' 24 ' 38 ' 24 ' 18 ' 17 6" PCC WALK TURNED DOWN WALK (REF DETAIL 9/C-601) PAVEMENT TYPE 1 (REF DETAIL 1/C-601) CO CO CO CO CO CO CO 4 TONS CLASS D RIP RAP 11.5 ' 1 0 ' 3' 4.5' CO MA T C H L I N E # 1 MA T C H L I N E # 1 TURNED DOWN WALK (REF DETAIL 9/C-601) CO CO 24' 18' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 18 ' 24' 24' 9' 18' 18' 9' 18' R10' R4 . 5 ' R4 . 5 ' R4 . 5 ' R4 . 5 ' R4.5' R4 . 5 ' R 1 0 ' R5' R 4 . 5 ' R25.5' R 5 ' 9.9' 9.89' 8' WV H Y D WV F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ARROW SIGN ARROW SIGN O/E O/E O/E O/E O/E O/E W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" 12" G G G G G G G G G G G G A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 2 5 5 7 6 8 9 8 8 14 24' 19' 19' 24' 17' 24' 19' 19' 24' 19' 19' 26' 12' 6" PCC TRAIL (REF DETAIL 6/C-601) 6" PCC WALK (REF DETAIL 6/C-601) PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TYPE 1 (REF DETAIL 1/C-601) PA V E M E N T T Y P E 2 PAVEMENT TYPE 2 (REF DETAIL 2/C-601) 7 16 16 16 15 D D D D D PAVEMENT TRANSITION LINE REINSTALL SALVAGED STOP SIGN REINSTALL SALVAGED "NO UNAUTHORIZED PARKING" SIGN SPEED TABLE (REF DETAIL 7/C-601) REINSTALL SAVAGED SPEED TABLE SIGN NEW SPEED TABLE SIGN (REF DETAIL 10/C-601) REINSTALL SAVAGED "STUDENT ONLY PARKING" SIGN REINSTALL SAVAGED "STUDENT ONLY PARKING" SIGN REINSTALL SALVAGED "DO NOT ENTER" SIGNS CO CO CO W 8" W 8" 38 ' 24 ' 18 ' 17 G 2" G 2" G2" G2" G2" G2"G2" G 2" G 2" G 2" G 2" G 2" G2" G 2" 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 U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E 6" PC C T R A I L (REF D E T A I L 6 / C - 6 0 1 ) TURNED DOWN WALK (REF DETAIL 9/C-601) PAVEMENT TYPE 1 (REF DETAIL 1/C-601) PAVEMENT TYPE 1 (REF DETAIL 1/C-601) TURNED DOWN WALK (REF DETAIL 9/C-601) ABANDON EXISTING 10' ELECTRIC EASEMENT CO PR O P O S E D 1 0 ' EL E C T R I C E A S E M E N T CO D 8.75' 6' 19 . 5 ' 22.5' CO CO CO CO 14 TONS CLASS D RIP RAP CO MA T C H L I N E # 1 MA T C H L I N E # 1 TURNED DOWN WALK (REF DETAIL 9/C-601) U/E CO R2 9 3 ' 9.85' 9.91' 1 0 ' 26 ' 17' R10' R 5 ' R4.5' R 4 . 5 ' R4.5' R 4 . 5 ' R4' R 5 ' R10' R 5 'R5' 9' R 8 ' R 1 5 ' R15' R10' R 5 ' R5' R 1 0 ' R10' R 5 ' R5' R 1 0 ' R10' R 5 ' R4.5' R 4 . 5 ' R4.5' R 5 ' 17' 9' 9' 7' 10 ' 24' R1 1 1 2 . 5 7 ' R1 0 7 8 . 6 1 ' R2 7 6 ' 26 ' 18' 8' 24' 18' 9' 9' 9' 9' 9' 9' 9' 18' R4 . 5 ' R4 . 5 ' R4 . 5 ' R4.5' R5' R 4 . 5 ' R25.5' R 5 ' 8' MA T C H L I N E # 2 MA T C H L I N E # 2 6" TREE 6" TREE 6" TREE 24" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 13 ST ST 9 9 9 9 O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O ARROW SIGN F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G EX . C O N C R E T E P A R K I N G L O T 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-201 LAYOUT PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 2 L A Y O U T . D W G 2/ 2 0 / 2 0 2 4 2 : 4 7 : 3 5 P M 7 8 9 8 15 6 8 DN PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± 24' 19' 19' 24' 19' 19' 26' 12' 6" P C C W A L K PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TRANSITION LINE PAVEMENT TYPE 1 (REF DETAIL 1/C-601) PA V E M E N T T Y P E 1 (R E F D E T A I L 1 / C - 6 0 1 ) PA V E M E N T T Y P E 1 (R E F D E T A I L 1 / C - 6 0 1 ) PA V E M E N T T Y P E 2 (R E F D E T A I L 2 / C - 6 0 1 ) PA V E M E N T T Y P E 2 PAVE M E N T T Y P E 2 (REF D E T A I L 2 / C - 6 0 1 ) PA V E M E N T T Y P E 2 (R E F D E T A I L 2 / C - 6 0 1 ) PAVEMENT TYPE 3 (REF DETAIL 3/C-601) D D D SPEED TABLE NEW SPEED TABLE SIGN (REF DETAIL 10/C-601) REINSTALL SAVAGED "STUDENT ONLY PARKING" SIGN REINSTALL SAVAGED "STUDENT ONLY PARKING" SIGN REINSTALL SALVAGED "DO NOT ENTER" SIGNS REINSTALL SALVAGED SPEED TABLE SIGN REINSTALL SALVAGED SPEED TABLE SIGN W 8" W 8" W 8" W8" W8" W 8" W8" W8" W8" W 8" W 8" G 2" G 2" G2" 6" P C C W A L K 2" G2" G2" G 2" G2" G2" G 2" G2" G2" G2" G 2" G 2" G2" G2" G 2" G2" G2" G2" G2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± BID ALT DRIVE 6" PC C T R A I L (REF D E T A I L 6 / C - 6 0 1 ) PROPOSED 10" EASEMENT 6" PC C T R A I L (REF D E T A I L 6 / C - 6 0 1 ) TURNED DOWN WALK (REF DETAIL 9/C-601) TURNED DOWN WALK (REF DETAIL 9/C-601) STAIRS (REF DETAIL 11/C-601) WV PAVEMENT TRANSITION LINE 6" PCC WALK STAIRS (REF DETAIL 11/C-601) ABANDON EX 10' ELECTRIC EASEMENT CO D HY D CO CO CO CO CO STAIRS (REF DETAIL 11/C-601) R10' R 5 ' R5' R 1 0 ' R10' R 5 ' R5' R 1 0 ' R10' R 5 ' R4.5' R 4 . 5 ' R4.5' R 5 ' R3' R3 ' R5' R 5 ' R5 ' R100' 17' 9' 9' 9' 24' 7' 10 ' 7' 26' 10' 19' 9 ' 15 . 4 5 ' 16 . 3 6 ' 9.5 ' 9' 5' 5' 5' 10 ' 12' 26' 7' 10' 11 ' R126 ' R15' R 5 ' R100 ' R93' R126' R133 ' R100' R126' R50' R75' 18' 10 . 8 5 ' 8.7 5 ' 5' 26 ' R 2 0 ' 5' 10 ' R2 5 ' R1 5 ' 5' 5' 12 . 9 5 ' 5' R 5 ' R10' 5' BID ALT STRUCTURAL STOOP 6" PCC WALK R20' R2 5 ' MA T C H L I N E # 2 MA T C H L I N E # 2 H Y D WV COCO CO MH MH MH MH COCO WV H Y D WV WV EMEP GM CP #9001 6" TREE 6" TREE ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE 13 13 13 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. ASPHALT TRAIL EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K RAISED STOOP AND ENTRYWAY ST 12" ST 12" ST 12" ST 12" ST 12"ST 18 " ST 18 " U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST U/E U/E U/E U/EU/EU/E U/E U/E U/E EX. GOAL POST W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G G 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD WV 6" OAK EX . C O N C R E T E P A R K I N G L O T G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 SA N SA N DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-202 LAYOUT PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 2 L A Y O U T . D W G 2/ 2 0 / 2 0 2 4 2 : 4 8 : 2 2 P M D CO CO 6" PCC WALK CO D MATCHLINE #3 MATCHLINE #3 14 ' 4.5' 4' 18.5' 7 TONS CLASS D RIP RAP 9.93' 9.94' CP #9002 ST 18 " ST 18 " ST 18 " W 8" W 8" 12 " W12 " W12 " W12 " W 12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " H Y D WV 6" TREE 8" TREE 8" TREE 20" PINE 22" PINE 12" PINE 16" PINE 22" TREE 16" PINE 20" TREE 10" TREE 6" PINE 12" PINE 12" PINE 14" PINE 14" TREE 12" PINE 10" PINE 10" PINE 14" TREE 14" TREE 14" PINE 14" PINE 14" PINE 14" TREE 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 36" ST 36" AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) MATCHLINE #3 MATCHLINE #3 W 12 " W 12 " W 12 " W12 " W12 " DD WV H Y D ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-203 LAYOUT PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 2 L A Y O U T . D W G 2/ 2 0 / 2 0 2 4 2 : 4 9 : 4 2 P M D D D D D CO CO CO W 8" W 8" CO CO D CO CO CO CO CO MA T C H L I N E # 1 MA T C H L I N E # 1 CO MA T C H L I N E # 2 MA T C H L I N E # 2 6" TREE 6" TREE 6" TREE 24" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) ST ST 9 9 9 9 O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST EX. GOAL POST ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O ARROW SIGN F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G EX . C O N C R E T E P A R K I N G L O T 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 D D CO CO CO CO CO CO CO CO CO CO CO MA T C H L I N E # 1 MA T C H L I N E # 1 CO CO WV H Y D WV F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ARROW SIGN ARROW SIGN O/E O/E O/E O/E O/E O/E W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" G G G G G G G G G G G G A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-204 JOINTING PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 2 L A Y O U T . D W G 2/ 2 0 / 2 0 2 4 2 : 5 0 : 2 1 P M DN PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± D D D PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± WV CO D H Y D CO CO CO CO CO MA T C H L I N E # 2 MA T C H L I N E # 2 H WV COCO CO MH MH MH MH COCO WV H Y D WV WV EMEP GM CP #9001 6" TREE 6" TREE ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE 13 13 13 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. ASPHALT TRAIL EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K RAISED STOOP AND ENTRYWAY X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST EX. GOAL POST 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD WV 6" OAK EX . C O N C R E T E P A R K I N G L O T SA N SA N DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-205 JOINTING PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 2 L A Y O U T . D W G 2/ 2 0 / 2 0 2 4 2 : 5 0 : 3 9 P M D D D D D 102 4 102 3 102 2 1029 10 2 7 1029 1 0 2 9 1 0 2 8 102 8 102 9 103 0 102 9 1028 1 0 2 9 1028 102 8 10 2 8 102 8 10 2 7 1028 102 7 1 0 2 7 1028 CO CO CO W 8" W 8" G 2" G 2" G2" G2" G2" G2"G2" G 2" G 2" G2" G 2" G 2" G 2" G 2" 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 U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E PROPOSED WEST HIGH SCHOOL DETENTION BASIN #1 TOP OF BERM=1029.00 BOTTOM=1022.00 100-YR ELEVATION=1026.79 VOLUME=77,269 CF FOOTPRINT=4,602 SF POND OVERFLOW ROUTE ELEV=1027.50 100YR PONDING=1027.31 100YR PONDING=1026.84 100YR PONDING=1025.91 100YR PONDING=1028.33 100YR PONDING=1028.33 LIMITS OF PRETREATMENT FOREBAY TOP=1022.75 BOTTOM=1022.00 FOOTPRINT=801 SF VOLUME=2003 CF 100-YR PONDING ELEVATION=1026.79 10 2 2 1.5 % 0.2 % 1. 5 % 1. 5 % 0.3% 0.4% 1.5% 1.0 % 1.5% 1.0 % 1.5 % 1029 0. 0 % 1. 7 % 1.5% 3. 1 % 3. 4 % 1.5% 1.6% 1.5 % 0.2 % 1. 5 % 1. 5 % 3.0% 3.0% 1.4% 1.4% 1.1% 1.1% 1.0 % 0.3% 0.0%1. 5 % 3.7% 4.5% 1.5 % 0.7 % 0.7 % 1.5 % 1.1 % 1.1 % 1.5 % 2.2 % 2.2 % 1.4 % 1.4 % 1.5 % 1.5 % 1.5 % 2.1 % 1.5 % 1.5% 1.5% 0.9% 0.9% 6.5 % 0.2 % 1.5 % 4.6 % 3.3% 4.1 % 4.4 % 5.6 % 5.4% 2. 0 % 3.9 % 5.0 % 4. 1 % 3 . 1 % 9.8% 3 . 7 % 11 . 8 % 6 . 0 % 2.9% 2. 1 % 6.7% 3. 6 % 6 . 4 % 10 2 9 10 3 0 1028 4 . 2 % 1029 4.2% CO 25 . 0 % 25.0% 25 . 0 % 25. 0 % 10 2 9 102 9 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 5.2 % PRETREATMENT BERM HIG H P O I N T HI G H P O I N T HIG H P O I N T HIG H P O I N T HIG H P O I N T HIG H P O I N T CO D 0. 8 % 0.8 % 1.8 % 4.3% 1. 1 % 1 0 . 4 % 0.1 % 2.6% 1 . 7 % 2.1% 3. 9 % 3.5% 2.8% 1. 5 % 1 . 6 % 5.6 % 1.2 % 1 . 0 % 1.6% 1.6% 1 0 2 9 1027.83± EX 1027.67± EX 1028.41± EX 1028.56± EX 1028.51± EX 1028.54± EX 1028.35G EX± 1028.22G EX± 1028.12G EX± 1028.09G EX± 1026.99T/C EX± OVERFLOW 1026.67T/C EX± 1026.41G EX± 1026.76G EX± 1026.95± EX 1026.93± EX 1026.89± EX 1026.98± EX 1027.02± EX 1026.97± EX 1027.38± EX 1027.99± EX 1027.14± EX 1027.25± EX 1027.45± EX 1028.75 1028.90 1028.52 1028.37 1028.37 1028.39 1028.18 1028.33 1027.41 1027.30 1028.16 1028.28 1028.18 1028.061027.32 1027.47 1029.42 1030.30 1030.17 1031.62 1028.73T/C 1028.23G 1029.11T/C 1028.61G 1028.53T/C 1028.03G 1028.15T/C 1027.65G 1028.56T/C 1028.06G1028.65T/C 1028.15G 1028.77T/C 1028.27G 1029.04T/C 1028.54G 1028.92T/C 1028.42G 1028.59T/C 1028.09G 1028.74T/C 1028.24G 1028.60T/C 1028.10G 1028.66T/C 1028.16G 1028.79T/C 1028.29G 1028.52T/C 1028.02G 1028.40T/C 1027.90G 1028.32T/C 1027.82G 1028.10T/C 1027.60G 1028.19T/C 1027.69G 1028.31T/C 1027.81G 1028.52T/C 1028.02G 1028.30T/C 1027.80G 1028.19T/C 1027.69G 1028.02T/C 1027.52G 1027.92T/C 1027.42G 1027.88T/C 1027.38G 1027.50T/C 1027.00G 1027.97T/C 1027.47G 1027.65T/C 1027.15G 1027.90T/C 1027.40G 1028.27T/C 1027.77G 1028.50 1028.27 1028.01T/C 1027.51G 1027.65T/C 1027.15G 1027.81T/C 1027.31G 1028.02T/C 1027.52G 1028.50T/C 1028.00G 1027.57T/C 1027.07G 1027.24T/C 1026.74G 1026.49T/C 1025.99G 1026.20T/C 1025.70G 1026.66T/C 1026.16G 1027.59T/C 1027.09G 1027.42T/C 1026.92G 1027.28T/C 1026.78G 1027.12T/C 1026.62G 1027.26T/C 1026.76G 1027.53T/C 1027.03G 1027.61T/C 1027.11G 1027.73T/C 1027.23G 1027.00T/C 1026.50G 1028.19T/C 1027.69G 1027.91T/C 1027.41G 1027.75T/C 1027.25G 1027.90T/C 1027.40G 1028.13T/C 1027.63G 1028.17T/C 1027.67G 1028.34T/C 1027.84G 1028.50T/C 1028.00G 1027.34T/C 1026.84G 1027.46T/C 1026.96G 1027.50T/C 1027.00G 1027.71T/C 1027.38T/C 1026.88G 1029.18 1027.29 1027.14 1028.56 1028.41 1029.06T/C 1028.56G 1028.72T/C 1028.22G 1029.16T/C 1028.66G 1029.30T/C 1028.80G OVERFLOW 1029.02T/C 1028.52G 1028.42T/C 1027.92G 1029.09T/C 1028.59G 1029.21T/C 1028.71G 1029.21T/C 1028.71G 1029.04T/C 1028.54G 1029.84T/C 1029.34G 1030.01T/C 1029.51G 1029.84T/C 1029.34G 1030.05T/C 1029.55G 1029.94T/C 1029.44G 1029.87T/C 1029.37G 1029.99T/C 1029.49G 1030.19T/C 1029.69G 1030.59T/C 1030.09G 1030.76T/C 1030.26G 1030.76T/C 1030.26G 1031.38T/C 1030.88G 1031.50T/C 1031.00G 1030.46T/C 1029.96G 1030.21T/C 1029.71G 1030.12T/C 1029.62G 1028.93 1030.51T/C 1030.01G1030.44T/C 1029.94G 1030.51T/C 1030.01G 1028.00 OVERFLOW 1027.50 1028.90T/C 1028.40G 1029.00T/C 1028.50G 1029.21 1028.76T/C EX± 1028.22T/C EX± 1028.51T/C EX± OVERFLOW 1028.57T/C EX± 1027.80T/C 1027.30G 1027.79T/C 1027.29G 1027.91T/C 1027.41G 1027.99T/C 1027.49G 1026.16G EX± 1026.50G EX± 1027.25T/C EX± 1027.00T/C EX± 1028.79T/C 1028.29G 1028.47T/C 1027.97G 1028.59T/C 1028.09G 1029.70T/C 1029.20G 1030.37T/C 1029.87G 1028.45 1028.46 1028.22 1028.20 1028.13T/C 1027.63G 1028.08T/C 1027.58G 1028.38T/C 1027.88G 1028.36T/C 1027.86G 1029.24 1029.39 1029.64T/C 1029.14G 1022.74 1022.00 1022.00 1022.00 1028.65 1027.12 1027.50± EX 1027.75 1027.75 1029.65 1029.00 1029.00 1029.00 1029.00 1029.00 1029.00 1029.00 1029.00 1022.75 1022.75 1022.75 1030.51 1028.04 1028.67 1030.44 1028.56 1028.97 1029.18 1029.50 1022.75 CO CO CO CO 1.5 % LIMITS OF BIORETENTION AREA LIMITS OF BASIN ELEVATION=1027.50 1028.49 1028.65 1.5% 1.3 % 2.4 % 1030.05 CO 1022.00 1029.00 MA T C H L I N E # 1 MA T C H L I N E # 1 U/E 1029.00 1029.00 1029.00 1029.00 1029.00 1027.50 1027.50 1029.00 CO 1030.68 1030.11 1029.02 1028.80 1027.40 MA T C H L I N E # 2 MA T C H L I N E # 2 102 9 WV H Y D F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 13 ST ST 9 9 9 9 O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O ARROW SIGN F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 1029 1028 1027 1028 102 7 10 2 7 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 10 2 6 10 2 7 102 8 102 9 10 2 6 102 7 1028 D D D 102 4 102 3 102 2 1029 10 2 7 10 2 7 1030 1 0 3 1 1031 1029 1 0 2 9 CO CO CO CO CO PROPOSED NORTHWEST DETENTION BASIN TOP OF BERM=1029.25 BOTTOM=1023.00 100-YR ELEVATION=1025.69 VOLUME=14,068 CF FOOTPRINT=1,908 SF POND OVERFLOW ROUTE ELEV=1027.75 PROPOSED WEST HIGH SCHOOL DETENTION BASIN #1 TOP OF BERM=1029.00 BOTTOM=1022.00 100-YR ELEVATION=1026.79 VOLUME=77,269 CF FOOTPRINT=4,602 SF POND OVERFLOW ROUTE ELEV=1027.50 100YR PONDING=1028.33 100YR PONDING=1028.33 LIMITS OF PRETREATMENT FOREBAY TOP=1022.75 BOTTOM=1022.00 FOOTPRINT=801 SF VOLUME=2003 CF PRETREATMENT FOREBAY TOP=1023.75 BOTTOM=1023.00 FOOTPRINT=195 SF VOLUME=488 CF 100-YR PONDING ELEVATION=1025.69 100-YR PONDING ELEVATION=1026.79 10 2 2 1 0 2 8 1.5 % 1029 1.5 % 1.5 % 1.1 % 1.1 % 1.5 % 2.2 % 2.2 % 1.4 % 1.4 % 1.5 % 1.5 % 1.5 % 2.1 % 1.5 % 1031 4.1 % 4. 4 % 5.6 % 11.4% 2. 0 % 2.0% 3.8% 5.8 % 3. 6 % 5.4% 2. 0 % 4. 3 % CO CO CO 25 . 0 % 25.0% 25. 0 % 25 . 0 % 25.0% 25.0% 24. 5 % 25. 0 % 1 0 3 1 1 0 2 9 103 2 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 1 0 2 6 1 0 2 7 1 0 2 8 10 2 8 1 0 2 9 1 0 2 9 10 2 5 10 3 0 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 5 103 0 102 3 102 4 102 6 102 7 102 8 102 9 103 1 5.2 % PRETREATMENT BERM PRETREAMENT BERM HIG H P O I N T CO 1.2 % 1 . 0 % 1. 1 % 1 . 3 % 1.3% 1.6% 1.6% 1026.95± EX 1026.93± EX 1026.89± EX 1026.98± EX 1027.02± EX 1026.97± EX 1027.14± EX 1027.25± EX 1027.45± EX 1027.63± EX 1029.42 1030.30 1030.17 1031.62 1029.06T/C 1028.56G 1028.72T/C 1028.22G 1029.16T/C 1028.66G 1029.30T/C 1028.80G OVERFLOW 1029.02T/C 1028.52G 1028.42T/C 1027.92G 1029.09T/C 1028.59G 1029.21T/C 1028.71G 1029.21T/C 1028.71G 1029.04T/C 1028.54G 1029.84T/C 1029.34G 1030.01T/C 1029.51G 1029.84T/C 1029.34G 1030.05T/C 1029.55G 1029.94T/C 1029.44G 1029.87T/C 1029.37G 1029.99T/C 1029.49G 1030.19T/C 1029.69G 1030.59T/C 1030.09G 1030.76T/C 1030.26G 1030.76T/C 1030.26G 1031.38T/C 1030.88G 1031.54T/C 1031.04G 1031.38T/C 1030.88G 1031.67T/C 1031.17G 1031.50T/C 1031.00G 1031.90T/C 1031.40G 1032.09T/C 1031.59G 1031.11T/C 1030.61G 1030.98T/C 1030.48G1030.90T/C 1030.40G 1030.98T/C 1030.48G 1031.11T/C 1030.61G 1032.00T/C 1031.50G 1031.87T/C 1031.37G 1031.79T/C 1031.29G 1031.80T/C 1031.30G 1030.46T/C 1029.96G 1030.21T/C 1029.71G 1030.12T/C 1029.62G 1028.93 1031.38T/C 1030.88G 1031.45T/C 1030.95G1031.38T/C 1030.88G 1031.13T/C 1030.63G 1031.13T/C 1030.63G1031.06T/C 1030.56G 1030.83T/C 1030.33G 1030.76T/C 1030.26G 1030.76T/C 1030.26G 1030.51T/C 1030.01G1030.44T/C 1029.94G 1030.51T/C 1030.01G 1029.21 1028.79T/C 1028.29G 1028.47T/C 1027.97G 1028.59T/C 1028.09G 1029.70T/C 1029.20G 1030.37T/C 1029.87G 1027.97± EX 1028.33± EX 1028.79± EX 1029.24± EX 1029.65± EX 1030.12± EX 1031.10± EX 1029.64T/C 1029.14G 1023.00 1023.75 1023.00 1023.00 1022.00 1022.00 1030.19 1027.50± EX 1027.75 1027.75 1029.65 1029.00 1029.00 1029.00 1029.00 1029.00 1029.25 1029.00 1022.75 1022.75 1023.75 1023.75 1023.75 1023.75 1027.90 1031.79T/C 1031.29G 1031.33T/C 1030.83G 1030.99T/C 1030.49G 1030.94 1028.77 OVERFLOW 1028.36 CO CO CO CO 1.5 % LIMITS OF BIORETENTION AREA LIMITS OF BASIN ELEVATION=1027.50 LIMITS OF BIORETENTION AREA LIMITS OF BASIN ELEVATION=1027.75 1030.81± EX 1030.92± EX 1030.43± EX1030.36± EX 2.4 % 1030.05 2. 0 % 2.0 % ???± EX 1.4%± EX 0.9 % ± E X 1028.44± EX 1028.67± EX CO 1029.00 MA T C H L I N E # 1 MA T C H L I N E # 1 2.2% 3. 5 % 1032.41 2.0 % 1029.25 1029.25 1029.25 1029.25 1029.25 1029.25 1029.25 1029.25 1029.25 1029.00 1029.00 1029.00 1029.00 1029.00 1027.50 1027.50 CO 1031.89 1030.94 1031.79 1030.68 CO1031.10 1030.76 1030.11 1029.02 102 9 WV H Y D WV 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 AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " 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 ARROW SIGN ARROW SIGN O/E O/E O/E O/E O/E O/E 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12" W 12 " 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W G G G G G G G G G G G G G 1 0 3 0 1 0 3 0 1 0 3 0 10 3 0 10 2 7 102 7 1 0 2 7 1030 1030 10 3 0 103 0 10 2 8 10 2 5 10 2 5 10 2 7 1028 1029 1030 103 1 1 0 2 7 A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 10 2 6 102 7 1028 1029 1031 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. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + 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 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 3 G R A D I N G . D W G 2/ 2 0 / 2 0 2 4 2 : 5 1 : 4 0 P M GRAPHIC SCALE 020 10 20 40 C-301 GRADING PLAN DN PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± MATCH EX GRADES D D D 1028 102 9 102 8 10 2 8 102 8 10 2 7 1028 10 2 8 10 2 7 1 0 2 7 1028 1 0 3 0 1 0 3 0 1 0 3 1 W 8" W 8" W 8" W8" W8" W 8" W8" W8" W8" W 8" W8" G 2" G 2" G2" G2" G2" G 2" G 2" G2" G2" G 2" G2" G2" G 2" G2" G2" G2" G 2" G2" G2" G2" G2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E 100YR PONDING=1026.84 100YR PONDING=1029.67 100YR PONDING=1029.62 100YR PONDING=1029.63 100YR PONDING=1025.91 PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± 103 2 WV 1.9% 1.5 % ADA PATH 1.6 % 0.9 % 2.0 % 2.0 % 1.5% 1.5% 1.5 % 1.5 % 1.5% 0.4 % 0.5% 1.5 % 1.5 %6.5 % 0.2 % 1.5% 1 0 2 7 10 3 1 10 3 1 1 0 3 2 1 0 3 1 0.1 % 1.5 % 0.1 %1.5 % 1.7 % 2.1 % 2.0% 2.1% 1.5% 1. 5 % 1.5%1. 6 % 0.4 % 1.5% 1.5% 0.4 % 1. 0 % 1. 1 % 5.0% 5.0% 1.5 % 5.0 % 4.2 % 5.0 % 5.0 % 0.0 % 1.5 % 1.5 % 1.5% 2 . 7 % 2 . 6 % 0.4 % 0.1 % 1.5 % 0.4 % 0.8 % 0.5 % 6.7 % 3.6 % 5.6% 6.5 % 0.0 % 8.1 % 1.5 % 0 . 2 % 9.6% 0.3 % 4.7 % ± E X 1.0 % ± E X 1.4 % ± E X 8.1% 5.0 % 0.3 % 5.0 % 4.5 % 4.7 % 0.6 % 0.8 % 1.5 % 1.5 % 1.5% 1.0 % 0.8 % 0.4 % 1.5 % 1.5 % 0.0 % 0.0 % 0.0 % 1.5 % 3.0 % 1.5 % 1.5 %0.4 % 0.4 % 1.5 %0.2 % 1.5 % 1.5 % 3.0 % 1.5 % 5.6 % 0.8 % 1.0 % 1.5 % 1.5 % 1.5 % 1.5% 1.5% 0.9% 0.9% 6.5 % 0.2 % 1.4 % 1.3 % 0.0% 1.9 % 2.4 % 0.0% 1.5 % 4.5% 0.0% 1.5 % 1.0% 1.5 % 4.5%1.0 % 0.4 % 0.1 % 1.5 % 1.0 % 1.5 % 0.9 % 2.2% 2.3% 0.9% 1.0% 1.5 % 0.6% 0.6% 1.5 % 0.6 % 0.6 % 1.5 % 0. 9 % 0. 9 % 1.5% 1.5% 0 . 9 % 0 . 9 % 1.5% 1 . 7 % 1 . 6 % 1.5% 2 . 2 % 2 . 0 % 2.2 % 2.0 % 1. 5 % 1.0% 2.8%4. 2 % ± E X 3.0% 15.1 % 4.7 % 2 . 7 % 5.4 % 9.8% 3 . 7 % 4. 2 % 8.4 % 3.8% 13 . 9 % 9.2% 4.5% 8.1% 4.1% 4.4 % 4 . 5 % 6.5% 1 1 . 5 % 11 . 8 % 6.7% 10 2 9 10 3 0 4.2% 4.1 % 2.9% 3 . 4 % 1.5% 2.4% 2.3 % CO 1.8 % 1 0 2 6 10 2 9 10 2 9 1029 10 3 1 103 2 1 0 3 1 10 3 2 1 0 3 1 1 0 3 0 1029 102 8 103 0 10 3 2 10 2 9 1030 10 2 9 103 1 1029 1031 1 0 3 2 103 0 HIG H P O I N T HIG H P O I N T HIGH P O I N T HIG H P O I N T HIG H P O I N T H I G H P O I N T 1.5% 1.5%0.0 % 0.0 % 1.5% 1.5% 0.0 % D H Y D 1 . 7 % 2.1% 3. 9 % 3.5% 2.8% 1. 5 % 1 . 6 % 5.6 % 2. 1 % 1.4% 2 . 2 % 2.2% 2.1% 12.6% 2.7% 3. 1 % 1.6% 1 . 9 % 1.6 % 1.5 % 0.0% 1.5 % 3.5 % 4.2 % 2.7% 2.2% 3. 0 % 5.0% 5.9 % 24 . 4 % 1 0 3 0 103 0 10 3 0 1 0 3 1 1.5 % 1.5 % 0.0% 1.0 % 1.0 % 0.0% 1.5 % 1.1 % 1.5 % 1.1 % 1026.99T/C EX± OVERFLOW 1026.67T/C EX± 1026.41G EX± 1026.76G EX± 1025.98G± EX 1027.15G± EX 1028.46G± EX 1029.38 1032.05G± EX 1033.39± EX 1032.97± EX 1030.64± EX 1030.60± EX 1030.15± EX 1031.27± EX1030.92± EX 1031.82± EX 1029.881029.87 1028.18 1028.27 1028.01T/C 1027.51G 1027.65T/C 1027.15G 1027.81T/C 1027.31G 1028.02T/C 1027.52G 1028.50T/C 1028.00G 1027.57T/C 1027.07G 1027.24T/C 1026.74G 1026.49T/C 1025.99G 1026.20T/C 1025.70G 1026.66T/C 1026.16G 1027.59T/C 1027.09G 1027.42T/C 1026.92G 1027.28T/C 1026.78G 1027.12T/C 1026.62G 1027.26T/C 1026.76G 1027.53T/C 1027.03G 1027.61T/C 1027.11G 1027.73T/C 1027.23G 1027.00T/C 1026.50G 1028.52T/C 1028.02G 1028.70T/C 1028.20G 1028.19T/C 1027.69G 1027.91T/C 1027.41G 1027.75T/C 1027.25G 1027.90T/C 1027.40G 1028.13T/C 1027.63G 1028.17T/C 1027.67G 1028.34T/C 1027.84G 1028.50T/C 1028.00G 1027.34T/C 1026.84G 1027.46T/C 1026.96G 1027.50T/C 1027.00G 1027.71T/C 1027.21G 1027.75T/C 1027.25G 1027.70T/C 1027.20G 1027.60T/C 1027.10G 1027.38T/C 1026.88G 1027.34T/C 1026.84G 1026.23T/C 1025.73G 1028.50 1028.38 1028.56 1029.08 1028.82 1029.18 1028.71 1028.76 1030.52 1030.66 1029.03 1028.89 1029.10 1028.85B/S 1032.35T/S 1032.35T/S 1028.85B/S 1032.49 1032.49 1032.60 1032.60 1032.60 1032.60 1030.80 1030.93 1030.16 1030.50 1028.60 1028.38 1030.06 1030.14 1030.49 1030.57 1030.58 1030.58 1030.65 1030.66 1030.28 1030.24 1031.58 1031.45 1032.54 1032.54 1032.62 1032.62 1029.96 1030.91 1032.00 1032.62 1032.621031.85 1030.891030.53 1031.751030.88 1031.72 1032.56 1032.50 1032.62 1032.62 1030.35± EX 1029.58± EX 1028.50 1028.32 1027.29 1027.14 1030.94 1030.89 1030.29 1030.14 1028.41 1030.51 1030.36 1030.64 1030.79 1030.18 1030.33 1029.94 1030.09 1030.14 1030.29 1032.50 1032.65 1030.98 1031.13 1031.00 STRUCTURE #3 & 4 OVERFLOW 1030.75 1030.00T/C 1029.50G 1030.25T/C 1029.75G 1030.22T/C 1029.72G 1030.50T/C 1030.00G OVERFLOW 1030.50T/C 1030.00G 1030.75T/C 1030.25G 1030.27T/C 1029.77G 1030.05T/C 1029.55G 1030.44T/C 1029.94G 1031.60T/C 1031.10G 1031.60T/C 1031.10G 1030.44T/C 1029.94G 1030.42T/C 1029.92G 1030.39T/C 1029.89G OVERFLOW 1030.96T/C 1030.46G 1030.37T/C 1029.87G 1030.28T/C 1029.78G 1029.79T/C 1029.29G 1030.60T/C 1030.10G 1030.83 1030.60T/C 1030.10G 1030.39T/C 1029.89G 1029.93T/C 1029.43G 1030.27T/C 1029.77G 1030.00T/C 1029.50G 1032.36T/C 1031.86G 1028.00 OVERFLOW 1027.50 1028.90T/C 1028.40G 1029.00T/C 1028.50G 1029.14T/C 1028.64G 1028.53T/C 1028.03G 1028.23T/C 1027.73G 1029.91T/C 1029.41G 1029.99T/C 1029.49G 1030.13T/C 1029.63G 1030.09T/C 1029.59G 1029.91T/C 1029.41G 1028.12T/C 1027.62G 1027.75T/C 1027.25G 1027.61T/C 1027.11G 1027.87T/C 1027.37G 1027.96T/C 1027.46G 1027.71T/C 1027.21G 1027.68T/C 1027.18G 1026.44T/C 1025.94G 1026.39T/C 1025.89G 1028.35 1028.17 1029.17T/C 1028.67G 1026.16G EX± 1026.50G EX± 1027.25T/C EX± 1027.00T/C EX± 1030.84T/C 1030.34G 1029.93T/C 1029.43G 1029.95T/C 1029.45G 1030.73T/C 1030.23G 1030.72T/C 1030.22G 1028.22 1028.13T/C 1027.63G 1028.36T/C 1027.86G 1030.94 1030.96 1030.69 1030.711030.84T/C 1030.34G 1030.90T/C 1030.40G 1030.65T/C 1030.15G 1030.58T/C 1030.08G 1029.90± EX 1029.88± EX 1030.73T/C 1030.23G 1030.19± EX 1032.52T/C± EX 1030.13T/C 1029.63G 1028.87T/C± EX 1030.00T/C 1029.50G 1029.57T/C 1029.07G 1029.74T/C 1029.24G 1029.53T/C 1029.03G 1029.61T/C 1029.11G 1025.50G± EX 1025.99T/C± EX 1028.65 1027.12 1032.62 1032.62 1027.95T/C 1027.45G 1030.57± EX 1031.47T/C 1030.97G 1031.54T/C 1031.04G 1031.54T/C 1031.04G 1031.46T/C 1030.96G 1032.62 1032.62 1031.54B/S 1031.54B/S 1031.47 1031.47 1032.62 1032.55T/S 1032.55T/S 1032.62 1030.68 1031.34 1032.10 1032.10 1032.54T/S 1032.54T/S 1032.60 1032.57 1028.86T/C 1028.36G 1027.96T/C 1027.46G 1030.66± EX 1032.10 1032.27 1032.27 1031.92 1030.15 1030.01± EX 1030.14± EX 1032.62 1032.10 1030.91 1030.77 1030.631030.51 1030.05B/S 1030.05B/S 1030.80 1030.75 1030.88 1030.83 1032.541032.54 1032.62 1032.62 1028.86T/C 1028.36G 1028.99 1028.04 1028.67 1030.44 1031.70 1031.14 1031.14 1031.06 1031.06 1030.74T/C 1030.24G 1030.79T/C 1030.29G 1029.90± EX 1029.88± EX 1030.46± EX 1030.40± EX 1030.33 1030.38 1031.99 1032.07 1032.54 1032.54 1032.50 1032.50 1032.62 1032.62 1032.62 1032.50 1032.62 1031.53 1030.76 1030.68 1029.79 1032.54 1031.98± EX 1032.14± EX 1032.10± EX1032.14± EX 1032.46± EX 1032.46± EX 1032.39 1032.38 CO CO CO CO CO 1.5 % 1028.14 1028.38 2.5 % 2.4 % 0.1 % 0.1 % 1.5 % 1.5 % 1029.96 1030.04 1030.06± EX 0.3 %0.4 % 1.0 % 1.5 % 5.8 % 0 . 4 % 1030.34 1030.24 1030.36 1030.44 1030.77 1030.53 1032.40 1028.52 1026.18 MA T C H L I N E # 2 MA T C H L I N E # 2 H Y D WV COCO CO MH MH MH MH COCO WV H Y D WV WV EMEP GM CP #9001 ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE 13 13 13 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. ASPHALT TRAIL EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K RAISED STOOP AND ENTRYWAY ST 12" ST 12" ST 12" ST 12" ST 12"ST 18 " ST 18 " U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST U/E U/E U/E U/EU/EU/E U/E U/E U/E EX. GOAL POST W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G G 1 0 2 5 10 2 5 10 2 7 102 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1 0 3 2 1033 H Y DHYD WV 1033 1 0 3 3 1032 1033 1032 103 1 1 0 3 3 103 3 1 0 3 3 1033 10 3 3 10 3 2 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E 10' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 SA N SA N 10 2 6 10 2 7 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 150 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. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + 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 150.50 150 150.50T/S 150.50B/S L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 3 G R A D I N G . D W G 2/ 2 0 / 2 0 2 4 2 : 5 2 : 0 4 P M GRAPHIC SCALE 020 10 20 40 C-302 GRADING PLAN D CO CO LIMITS OF PRETREATMENT FOREBAY TOP=1019.25 BOTTOM=1018.50 FOOTPRINT=673 SF VOLUME=1683 CF PROPOSED WEST HIGH SCHOOL DETENTION BASIN #2 TOP OF BERM=1024.00 BOTTOM=1018.50 100-YR ELEVATION=1022.38 100-YR VOLUME=41,665 CF FOOTPRINT=6,129 SF POND OVERFLOW ROUTE ELEV=1022.50 1.1% 1.6%9.0 % 12.1 % 1.0% 5.7% 7. 9 % 2.4% 25.0 % 25.3 % 2 5 . 0 % 25.0% 25.0% 25 . 0 % 10 2 0 10 1 9 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 0 1 0 1 9 1 0 2 1 10 2 2 10 2 3 10 2 3 10 2 4 10 2 4 1 0 2 0 1 0 2 1 1 0 2 2 1 0 2 2 1 0 2 3 1 0 2 3 1 0 2 4 1 0 2 4 102 3 1 0 2 2 1023 1 0 2 5 100-YR PONDING ELEVATION=1022.38 CO D 1 0 1 9 10 1 8 10 2 1 1 0 1 9 1024.00 1021.93± EX 1022.04± EX 1021.66± EX 1021.83± EX 1021.72± EX 1021.70± EX 1024.00 1024.00 1024.00 1024.00 1024.00 1024.00 LIMITS OF BASIN ELEVATION=1022.50 LIMITS OF BIORETENTION AREA MATCHLINE #3 MATCHLINE #3 1018.50 1019.25 CP #9002 ST 18 " ST 18 " ST 18 " W 8" W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " H Y D WV 10 2 3 10 2 0 10 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 10 2 1 10 2 2 1 0 2 4 1 0 2 5 1 0 2 4 1023 1 0 2 3 10 2 4 1023 ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 36" ST 36" AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) MATCHLINE #3 MATCHLINE #3 W 12 " W 12 " W 12 " W 12 " W12 " DD WV H Y D ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 3 G R A D I N G . D W G 2/ 2 0 / 2 0 2 4 2 : 5 2 : 4 7 P M GRAPHIC SCALE 020 10 20 40 C-303 GRADING PLAN D D D D D STRUCTURE #10 48" SW-401 MANHOLE RIM=1030.05 FL(S)=1023.86 FL(NE)=1023.96 STRUCTURE #31 SW-506 INTAKE W/ TYPE Q GRATE T/C=1028.42 FL(SUB)=1025.00 FL(NW)=1024.89 STRUCTURE #2 84" SW-502 INTAKE T/C=1027.50 FL(SUB,NE)=1024.45 FL(SUB,E)=1024.72 FL(E)=1022.85 FL(N)=1022.85 STRUCTURE #20 MODIFIED 48"x48" SW-402 MANHOLE (REF DETAIL 13/C-601) RIM=1028.65 FL(NE)=1023.25 FL(SW)=1022.55 STRUCTURE #21 48" SW-401 MANHOLE RIM=1027.12 EX FL(SW)=1022.08± EX FL(E)=1022.18± FL(NE)=1022.29 STRUCTURE #3 SW-506 INTAKE T/C=1027.00 FL(SUB,W)=1024.29 FL(SUB,E)=1025.39 FL(E)=1023.29 FL(SW)=1023.19 FL(N)=1023.29 FL(W)=1023.19 STRUCTURE #22 SW-501 INTAKE T/C=1026.20 FL(SUB,SE)=1022.11 FL(NW)=1022.11 STRUCTURE #1 36" FES FL(S)=1022.75 PIPE #3A 29LF 36" RCP @ S=0.20% PIPE #20 51LF 18" RCP @ S=0.51% PIPE #10 110LF 15" RCP @ S=0.52% PIPE #11 224LF 15" RCP @ S=0.50% PIPE #31 229LF 18" RCP @ S=0.50% PIPE #3 167LF 36" RCP @ S=0.21% PIPE #2 48LF 36" RCP @ S=0.20% CLEANOUT RIM=1022.00 FL=1020.50 CLEANOUT RIM=1022.00 FL=1020.50 CO CO CO CLEANOUT RIM=1022.00 FL=1020.50 W 8" W 8" 90° BEND G 2" G 2" G2" G2" G2" G2"G2" G 2" G2" G 2" G 2" G 2" G 2" G 2" 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 U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E **CRITICAL CROSSING** TOP OF STORM=1026.13± BOTTOM OF STORM=1022.46± **CRITICAL CROSSING** TOP OF STORM=1024.83± BOTTOM OF STORM=1023.24± CONNECT TO EX WATER CONNECT TO EX FIBER EXISTING ELEC EASEMENT TO BE ABANDONED CO CO R 3 2 . 1 1 ' **CRITICAL CROSSING** TOP OF STORM=1026.04± BOTTOM OF STORM=1024.45± TOP OF WATER=1022.95± D STRUCTURE #23 48" SW-401 MANHOLE RIM=1026.23 FL(N-S)=1021.93± EX FL(SE)=1022.03 PIPE #22 15LF 12" RCP @ S=0.50% PIPE #21 20LF EX 18" RCP @S=0.70% CO CO CO CO BIORETENTION LIMITS R 2 5 . 1 1 ' R 7 5 . 0 7 ' 42.95'34.39' 36 . 7 5 ' 41. 3 3 ' PIPE #23 437LF EX 18" RCP @S=0.70% CO 77LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1022.00 FL=1020.35 12LF 8" SUBDRAIN @0.20% FL=1020.33 22LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1022.00 FL=1020.29 179LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1029.00 FL=1019.93 88LF 8" SUBDRAIN @0.20% 103LF 8" SUBDRAIN @0.20% MA T C H L I N E # 1 MA T C H L I N E # 1 PIPE #60 (EX 12") 173LF 12" RCP @ S=0.70% U/E CO CLEANOUT RIM=1030.68 FL=1027.68 CONNECT TO CENTER OF 18" RCP 18" FL=1024.58 6" SUB FL=1025.08 CLEANOUT RIM=1030.11 FL=1027.11 60LF 6" SUBDRAIN @S=2.3% 80LF 6" SUBDRAIN @S=1.5% 200LF 6" SUBDRAIN @S=1.9% 6" SUBDRAIN TEE FL=1026.92 137LF 6" SUBDRAIN @S=1.4% 60LF 6" SUBDRAIN @S=1.4% 28LF 6" SUBDRAIN @S=0.6% 135LF 6" SUBDRAIN @S=1.4% CLEANOUT RIM=1029.02 FL=1026.02 CONNECT TO CENTER OF 36" RCP 36" FL=1022.89 6" SUB FL=1024.14 CLEANOUT RIM=1028.80 FL=1025.80 135LF 6" SUBDRAIN @S=1.0% CAP END OF SUBDRAIN FL=1025.12 40LF 6" SUBDRAIN @S=1.0% CAP END OF SUBDRAIN FL=1025.09 80LF 6" SUBDRAIN @S=1.0% 238LF 6" SUBDRAIN @S=1.0% CLEANOUT RIM=1027.40 FL=1024.40 44LF 6" SUBDRAIN @S=4.6% CONNECT TO CENTER OF EX 18" RCP 18" FL=1021.89 6" SUB FL=1022.39 65LF 6" SUBDRAIN @S=0.6% MA T C H L I N E # 2 MA T C H L I N E # 2 SEE CONSTRUCTION STAGING PLAN FOR TEMPORARY PAVEMENT REQUIREMENTS IN THIS AREA WV H Y D TBM: BURY BOLT ELEV=1027.39 EX 32" RCP FES FL=1022.59 EX 32" RCP FES FL=1022.81 EX 6" CPP FL=1023.24 F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 13 ST ST 9 9 9 9 O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O ARROW SIGN F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G EX . C O N C R E T E P A R K I N G L O T 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± D STRUCTURE #31 SW-506 INTAKE W/ TYPE Q GRATE T/C=1028.42 FL(SUB)=1025.00 FL(NW)=1024.89 STRUCTURE #11 30" SW-512 INTAKE W/ TYPE 4 GRATE RIM=1027.90 FL(SW)=1025.08 STRUCTURE #30 18" FES FL(SE)=1023.75 PIPE #11 224LF 15" RCP @ S=0.50% PIPE #31 229LF 18" RCP @ S=0.50% D STRUCTURE #41 MODIFIED 48"x48" SW-402 MANHOLE (REF DETAIL 12/C-601) RIM=1030.19 FL(SUB NE)=1020.87 FL(SUB S)=1019.58 FL(SE)=1023.17 FL(W)=1019.03 PIPE #40 38LF 24" RCP @ S=1.50% STRUCTURE #40 24" FES FL(NW)=1023.75 PIPE #41 57LF 18" RCP @ S=0.50% CORE DRILL NEW CONNECTION FL=1018.75 CO CO CO CLEANOUT RIM=1023.00 FL=1021.51 76LF 8" SUBDRAIN @S=0.5% FL=1021.13 52LF 8" SUBDRAIN @S=0.5% 59LF 8" SUBDRAIN @S=0.5% CLEANOUT RIM=1023.00 FL=1021.43 **CRITICAL CROSSING** TOP OF STORM=1020.08± BOTTOM OF STORM=1018.74± CO CO CO 22.0 3 ' 10' R 3 2 . 1 1 ' **CRITICAL CROSSING** TOP OF STORM=1020.14± BOTTOM OF WATER=1023.71± CO CO CO CO BIORETENTION LIMITS BIORETENTION LIMITS R 2 5 . 1 1 ' R 7 5 . 0 7 ' 36 . 7 5 ' 41. 3 3 ' CO 77LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1022.00 FL=1020.35 12LF 8" SUBDRAIN @0.20% FL=1020.33 22LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1022.00 FL=1020.29 179LF 8" SUBDRAIN @0.20% CLEANOUT RIM=1029.00 FL=1019.93 177LF 8" SUBDRAIN @0.20% 88LF 8" SUBDRAIN @0.20% 103LF 8" SUBDRAIN @0.20% MA T C H L I N E # 1 MA T C H L I N E # 1 CO CLEANOUT RIM=1031.89 FL=1028.89 CLEANOUT RIM=1030.94 FL=1027.94 CLEANOUT RIM=1031.79 FL=1028.79 CLEANOUT RIM=1030.68 FL=1027.68 CONNECT TO CENTER OF 18" RCP 18" FL=1024.16 6" SUB FL=1024.66 CONNECT TO CENTER OF 18" RCP 18" FL=1024.58 6" SUB FL=1025.08 CO CLEANOUT RIM=1031.10 FL=1028.10 CLEANOUT RIM=1030.76 FL=1027.76 CLEANOUT RIM=1030.11 FL=1027.11 104LF 6" SUBDRAIN @S=4.1% 6"X6" SUBDRAIN CROSS FL=1026.51 62LF 6" SUBDRAIN @S=2.3% 60LF 6" SUBDRAIN @S=2.3% 80LF 6" SUBDRAIN @S=1.5% 73LF 6" SUBDRAIN @S=2.2% 200LF 6" SUBDRAIN @S=1.9% 6" SUBDRAIN TEE FL=1026.92 137LF 6" SUBDRAIN @S=1.4% 60LF 6" SUBDRAIN @S=1.4% 28LF 6" SUBDRAIN @S=0.6% 135LF 6" SUBDRAIN @S=1.4% CLEANOUT RIM=1029.02 FL=1026.02 54.5 6 ' 4 2 . 7 6 ' 1 8 . 7 8 ' 32.19' WV H Y D TBM: BURY BOLT ELEV=1028.14 WV F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ARROW SIGN ARROW SIGN FIELD LOCATED FIBER CONSOLIDATED COMMUNICATION PER OLD PLAN O/E O/E O/E O/E O/E O/E W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12" W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W G G G G G G G G G G G G WATER LOCATION PER POTHOLING TOP OF WATER=1024.88 FL=1023.77± WATER LOCATION PER POTHOLING TOP OF WATER=1019.56 FL=1018.45± EX 6'X6' SW-402 MH RIM=1028.51 FL(S 42" CMP)=1018.61 FL(N 42" CMP)=1018.31 A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.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. 10.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. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-401 UTILITY PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 4 U T I L I T Y . D W G 2/ 2 0 / 2 0 2 4 2 : 5 3 : 3 1 P M DN PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± D D D STRUCTURE #4 48" SW-502 INTAKE T/C=1030.00 FL(SUB,W)=1027.04 FL(SUB,E)=1026.73 FL(SE)=1024.93 FL(W)=1024.83 FL(S)=1024.93 STRUCTURE #5 48" SW-502 INTAKE T/C=1029.93 FL(SUB,N)=1026.82 FL(SUB,S)=1026.68 FL(SW)=1025.73 FL(NW)=1025.63 STRUCTURE #6 SW-501 INTAKE T/C=1029.29 FL(SUB,E)=1026.72 FL(SUB,W)=1026.72 FL(NE)=1026.25 STRUCTURE #20 MODIFIED 48"x48" SW-402 MANHOLE (REF DETAIL 13/C-601) RIM=1028.65 FL(NE)=1023.25 FL(SW)=1022.55 STRUCTURE #21 48" SW-401 MANHOLE RIM=1027.12 EX FL(SW)=1022.08± EX FL(E)=1022.18± FL(NE)=1022.29 STRUCTURE #3 SW-506 INTAKE T/C=1027.00 FL(SUB,W)=1024.29 FL(SUB,E)=1025.39 FL(E)=1023.29 FL(SW)=1023.19 FL(N)=1023.29 FL(W)=1023.19 STRUCTURE #22 SW-501 INTAKE T/C=1026.20 FL(SUB,SE)=1022.11 FL(NW)=1022.11 PIPE #6 105LF 15" RCP @ S=0.50% PIPE #5 141LF 18" RCP @ S=0.50% PIPE #4 309LF 24" RCP @ S=0.50% PIPE #3A 29LF 36" RCP @ S=0.20% PIPE #20 51LF 18" RCP @ S=0.51% W 8" W 8" W8" W8" W 8" W8" W8" W8" W 8" W 8" W8" G 2" G 2" G2" GAS LINE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO COORDINATE RELOCATION OF GAS LINE W/ CITY OF WAUKEE CONTRACTOR RELOCATED UNDERGROUND ELECTRIC. REF MEP UNDERGROUND ELECTRIC LINE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO COORDINATE RELOCATION W/ UTILITY PROVIDER CONNRECT TO EX 8" WATER W/ TS&V CITY OF WAUKEE STANDARDS 303LF 8" WATER 90° BEND 76LF 8" WATER 2" G 2" G 2" G2" G2" G 2" G 2" G2" G2" G 2" G2" G2" G2" G 2" G2" G2" G2" G2" G2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TOP OF STORM=1024.83± BOTTOM OF STORM=1023.24± **CRITICAL CROSSING** TOP OF STORM=1027.08± BOTTOM OF STORM=1025.16± **CRITICAL CROSSING** TOP OF STORM=1027.32± BOTTOM OF STORM=1025.73± PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± WV CONNECT TO EX WATER **CRITICAL CROSSING** TOP OF STORM=1026.81± BOTTOM OF STORM=1024.90± TOP OF WATER=1023.40± CONTRACTOR TO RELOCATE FIBER LINES. COORDINATE WITH WCSD AND MEP. CONTRACTOR TO RELOCATE FIBER LINES. COORDINATE WITH WCSD AND MEP. EXISTING ELEC EASEMENT TO BE ABANDONED 8" VALVE **CRITICAL CROSSING** CO **CRITICAL CROSSING** TOP OF STORM=1026.04± BOTTOM OF STORM=1024.45± TOP OF WATER=1022.95± (FIELD VERIFY) **CRITICAL CROSSING** TOP OF STORM=1027.06± BOTTOM OF STORM=1025.36± TOP OF WATER=1023.86± (FIELD VERIFY) D STRUCTURE #23 48" SW-401 MANHOLE RIM=1026.23 FL(N-S)=1021.93± EX FL(SE)=1022.03 PIPE #22 15LF 12" RCP @ S=0.50% 20LF 6" WATER 6"X8" TEE H Y D INSTALL HYDRANT ASSEMBLY PIPE #21 20LF EX 18" RCP @S=0.70% EX FDC CO CO CO CO CO PIPE #23 437LF EX 18" RCP @S=0.70% **CRITICAL CROSSING** TOP OF STORM=1027.60± BOTTOM OF STORM=1026.01± TOP OF WATER=1024.50± (FIELD VERIFY) PIPE #60 (EX 12") 173LF 12" RCP @ S=0.70% ROOFDRAIN CONNECTION REF MEP FL=1023.37± EX PIPE #61 33LF 12" RCP @ S=1.00% ROOFDRAIN CONNECTION REF MEP FL=1025.26 PROPOSED TRANSFORMER W/ MOAT (REF DETAIL 15/C-601) **CRITICAL CROSSING** TOP OF STORM=1026.21± BOTTOM OF STORM=1024.87± TOP OF WATER=1023.37± CAP END OF SUBDRAIN FL=1025.09 80LF 6" SUBDRAIN @S=1.0% CLEANOUT RIM=1030.77 FL=1027.77 73LF 6" SUBDRAIN @S=1.0% 238LF 6" SUBDRAIN @S=1.0% CONNECT TO CENTER OF 24" RCP 24" FL=1024.18 6" SUB FL=1024.93 CAP END OF SUBDRAIN FL=1025.28 35LF 6" SUBDRAIN @S=1.0% CAP END OF SUBDRAIN FL=1025.73 CONNECT TO CENTER OF 24" RCP 24" FL=1024.61 6" SUB FL=1025.36 37LF 6" SUBDRAIN @S=1.0% CONNECT TO CENTER OF 18" RCP 18" FL=1025.07 6" SUB FL=1025.57 CAP END OF SUBDRAIN FL=1025.92 35LF 6" SUBDRAIN @S=1.0% CONNECT TO CENTER OF 18" RCP 18" FL=1025.34 6" SUB FL=1025.84 CAP END OF SUBDRAIN FL=1026.43 59LF 6" SUBDRAIN @S=1.0% CLEANOUT RIM=1030.53 FL=1027.53 80LF 6" SUBDRAIN @S=1.0% 71LF 6" SUBDRAIN @S=1.0% CLEANOUT RIM=1032.40 FL=1029.40 136LF 6" SUBDRAIN @S=2.0% CLEANOUT RIM=1030.78 FL=1027.78 71LF 6" SUBDRAIN @S=1.5% CAP END OF SUBDRAIN FL=1029.50 87LF 6" SUBDRAIN @S=3.2% 44LF 6" SUBDRAIN @S=4.6% CONNECT TO CENTER OF EX 18" RCP 18" FL=1021.89 6" SUB FL=1022.39 CLEANOUT RIM=1028.52 FL=1025.52 CLEANOUT RIM=1026.18 FL=1023.18 85LF 6" SUBDRAIN @S=0.4% 80LF 6" SUBDRAIN @S=0.4% 65LF 6" SUBDRAIN @S=0.6% 6"X6" TEE FL=1022.84 BEND FL=1022.52 48LF 6" SUBDRAIN @S=1.6% 50LF 6" SUBDRAIN @S=2.0% 6"X6" TEE FL=1023.84 CAP END OF SUBDRAIN FL=1029.46 72LF 6" SUBDRAIN @S=7.8% 6"X6" TEE FL=1024.75 55LF 6" SUBDRAIN @S=1.6% 6"X6" TEE FL=1028.10 66LF 6" SUBDRAIN @S=3.9% CAP END OF SUBDRAIN FL=1028.31 CAP END OF SUBDRAIN FL=1029.58 CAP END OF SUBDRAIN FL=1029.58 6"X6" TEE FL=1029.55 5LF 6" SUBDRAIN @S=0.5% 5LF 6" SUBDRAIN @S=0.5% 21LF 6" SUBDRAIN @S=1.0% 29LF 6" SUBDRAIN @S=5.0% 6"X6" TEE FL=1028.14 6"X6" TEE FL=1029.59 CAP END OF SUBDRAIN FL=1029.62 CAP END OF SUBDRAIN FL=1029.62 5LF 6" SUBDRAIN @S=0.5% 5LF 6" SUBDRAIN @S=0.5% 55LF 6" SUBDRAIN @S=6.1% 29LF 6" SUBDRAIN @S=5.0% CAP END OF SUBDRAIN FL=1028.28 28LF 6" SUBDRAIN @S=0.5% MA T C H L I N E # 2 MA T C H L I N E # 2 SEE CONSTRUCTION STAGING PLAN FOR TEMPORARY PAVEMENT REQUIREMENTS IN THIS AREA H Y D WV COCO CO MH EX SAN MH RIM=1031.71 MH EX SAN MH RIM=1031.75 MH EX SAN MH RIM=1031.79 MH EX SAN MH RIM=1031.81 COCO WV H Y D TBM: BURY BOLT ELEV=1031.50 WV WV EMEP GM CP #9001 ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE 13 13 13 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. ASPHALT TRAIL EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K RAISED STOOP AND ENTRYWAY ST 12" ST 12" ST 12" ST 12" ST 12"ST 18 " ST 18 " U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST U/E U/E U/E U/EU/EU/E U/E U/E U/E EX. GOAL POST W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G G H Y DHYD TBM: BURY BOLT ELEV=1030.01 WV EX . C O N C R E T E P A R K I N G L O T EX GI CLEANOUT FL=1026.40 EX GI CLEANOUT FL=1026.48 G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 SA N SA N UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.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. 10.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. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-402 UTILITY PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 4 U T I L I T Y . D W G 2/ 2 0 / 2 0 2 4 2 : 5 3 : 5 2 P M 5' FDHC UNIT BY ADS (REF SHEET C-602) MATCHLINE #3 MATCHLINE #3 W 12 " W 12 " W 12 " W12 " W12 " EX 36" FES FL=1017.10 EX INTAKE RIM=1022.78 FL(W 24")=1016.61 BOTTOM OF RESTRICTION=1017.61 FL(N 36")=1016.71 FL(SE 36")=1016.68 EX INTAKE RIM=1022.41 FL(NW 36")=1016.86 D EX STORM MH RIM=1022.45 FL(W 36")=1016.13 FL(E 24")=1016.33 FL(S 30")=1016.23 D EX STORM MH RIM=1021.92 FL(W 42")=1011.42 FL(E 36")=1015.52 WV H Y D TBM: BURY BOLT ELEV=1023.02 ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) D STRUCTURE #50 36" FES FL(NW)=1019.25 STRUCTURE #51 MODIFIED 48"x48" SW-402 MANHOLE (REF DETAIL 14/C-601) RIM=1024.00 FL(SUB)=1015.84 FL(SE)=1018.76 FL(W)=1015.84 PIPE #50 27LF 36" RCP @ S=1.78% PIPE #51 71LF 18" RCP @ S=0.46% CLEANOUT RIM=1018.50 FL=1017.04 155LF 8" SUBDRAIN @S=0.5% CO CO CLEANOUT RIM=1018.50 FL=1016.38 CO CLEANOUT RIM=1018.50 FL=1016.26 D STRUCTURE #52 72" SW-401 MANHOLE RIM=1018.23 FL(N-S)=1014.52± EX FL(E)=1015.52 **CRITICAL CROSSING** TOP OF STORM=1017.29± BOTTOM OF STORM=1015.38± EX TOP OF WATER=1013.67± BIORETENTION LIMITS MATCHLINE #3 MATCHLINE #3 STRUCTURE #70 18" FES FL(N)=1018.50 76LF 8" SUBDRAIN @S=0.5% 23LF 8" SUBDRAIN @S=0.5% 33.94 ' 4 2 . 6 7 ' 73.98' 1 2 1 . 8 7 ' CP #9002 ST 18 " ST 18 " ST 18 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " H Y D TBM: BURY BOLT ELEV=1021.40 WV EX INTAKE T/C=1022.48 RIM=1022.06 FL(N 18"RCP)=1019.15 FL(S 18"RCP)=1019.05 ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " WATER LOCATION PER POTHOLING TOP OF WATER=1013.67 FL=1012.56± STORM LOCATION PER POTHOLING TOP OF STORM=1018.41 FL=1014.49± ST 36" ST 36" EX 36" CMP FL=1016.65 EX 36" CMP FL=1015.44 AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 020 10 20 40 C-403 UTILITY PLAN L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 4 U T I L I T Y . D W G 2/ 2 0 / 2 0 2 4 2 : 5 4 : 2 6 P M 6" TREE 6" TREE 6" TREE 24" TREE 6" TREE 6" TREE 8" PINE 8" PINE 8" PINE 24" TREE WV H Y D F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 13 ST ST 9 9 9 9 O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX . C O N C R E T E T R A I L EX . C O N C R E T E P A R K I N G L O T ST 12" ST 12" ST 12" ST 12" ST 12" EX. GOAL POST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O ARROW SIGN F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 1029 1028 1027 1028 102 7 10 2 7 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 10 2 6 10 2 7 102 8 102 9 10 2 6 102 7 1028 D D D D D 102 4 102 3 102 2 1029 10 2 7 1029 1 0 2 9 1 0 2 8 1028 102 9 103 0 102 9 1028 1 0 2 9 1028 102 8 10 2 8 102 8 10 2 7 1028 10 2 7 1 0 2 7 1028 CO CO CO W 8" W 8" G 2" G 2" G2" G2" G2" G2"G2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" 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 U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E 10 2 2 1029 10 2 9 10 3 0 1028 1029 CO 10 2 9 102 9 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 CO D 1 0 2 9 CO CO CO CO CO MA T C H L I N E # 1 MA T C H L I N E # 1 U/E CO MA T C H L I N E # 2 MA T C H L I N E # 2 102 9 2 AH 2 HP 1SH 2 HP 2 AH 1 SW 1 SW 1 KC 4 TE 1 KC 4 RO 1 TYPE 1 TYPE 1 SOD SOD SOD SOD SOD SOD SOD TYPE 1 TYPE 1 TYPE 1 TYPE 2 MA T C H L I N E MA T C H L I N E MA T C H L I N E TYPE 2 TYPE 1 SOD WV H Y D WV F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX. TREELINE (TYP.) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O EX . C O N C R E T E T R A I L EX . C O N C R E T E T R A I L EX. GOAL POST ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ARROW SIGN ARROW SIGN O/E O/E O/E O/E O/E O/E W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12" W 12 " 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" G G G G G G G G G G G G G 1 0 3 0 1 0 3 0 1 0 3 0 10 3 0 10 2 7 102 7 1 0 2 7 10 3 3 1030 1030 10 3 0 103 0 10 2 8 10 2 5 10 2 5 10 2 7 1028 1029 1030 103 1 1030.99 A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 102 6 102 7 1028 1029 1031 D D 102 4 102 3 102 2 1029 10 2 7 10 2 7 1030 1 0 3 1 1031 1029 1 0 2 9 CO CO CO 1 0 2 8 1029 1031 CO CO CO 1 0 3 1 1 0 2 9 103 2 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 1 0 2 6 1 0 2 7 1 0 2 8 10 2 8 1 0 2 9 1 0 2 9 10 2 5 10 3 0 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 5 103 0 102 3 102 4 102 6 102 7 102 8 102 9 103 1 CO CO CO CO CO MA T C H L I N E # 1 MA T C H L I N E # 1 CO CO 102 9 SW 1 KC 4 TE 1 KC 4 TE 1 RO 1 RO 1 RO 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 2 TYPE 2 MA T C H L I N E TYPE 2 TYPE 1 DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 5 L A N D S C A P E . D W G 2/ 2 0 / 2 0 2 4 2 : 5 4 : 5 8 P M C-501 LANDSCAPE PLAN SEED TYPE 1: MIX TO BE "SUPER TURF II" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 440 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE. LEGEND SEED TYPE 2: SEED TYPE TO BE "RAIN GARDEN MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 15 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. EROSION CONTROL: INSTALL ROLLMAX DS 150 EROSION CONTROL MATS (OR EQUIVALENT) THROUGHOUT SEEDED AREAS. MAINTAIN DURING ESTABLISHMENT PERIOD FERTILIZER: FERTILIZE ALL SEED TYPE I AREAS WITH PRODUCT SPECIFIED ABOVE AT RATE OF 250 LBS/ ACRE. ESTABLISHMENT: SATISFACTORY SEEDED NATIVE STAND: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF NATIVES HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. (0.92 SQ. M) AND BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES. REESTABLISH LAWNS THAT DO NOT COMPLY WITH REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL AREA IS SATISFACTORY. COVER CROP: A COVER CROP OF ANNUAL OATS (OR AS RECOMMENDED BY SEED MANUFACTURER) MAY BE NECESSARY FOR IOWA DNR NOD DEPENDING ON TIMING OF SEEDING PERMANENT RAIN GARDEN MIX. PLANTING SCHEDULE LANDSCAPE NOTES: 1.ALL SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 5.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. 6.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. 7.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. 8.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. 9.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 10.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. 11.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. 12.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 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. 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) 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 COCO CO MH MH MH MH COCO WV H Y D WV WV EMEP GM 6" TREE 6" TREE ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE 13 13 13 4 5 GARAGE DOOR EX. TRASH ENCLOSURE 5' BLOCK WALL AND 5' CHAIN LINK ACCESS GATE EX. METAL GUARDRAIL (TYP.) EX. METAL GUARDRAIL (TYP.) EX. CONCRETE PAD EX. CONCRETE STOOP(X2) EX. ASPHALT TRAIL EX. CONCRETE SIDEWALK EX . C O N C R E T E EN T R Y W A Y EX . C O N C . EN T R Y W A Y EX . C O N C R E T E S I D E W A L K RAISED STOOP AND ENTRYWAY ST 12" ST 12" ST 12" ST 12" ST 12" ST 18 " ST 18 " ST 18 " U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E X 3 STEPS TO ENTRY BY GARAGE EX. GOAL POST U/E U/E U/E U/EU/EU/E U/E U/E U/E EX. GOAL POST W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" G G G G G 1 0 2 5 10 2 5 10 2 7 102 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1 0 3 2 1033 12" TREE 12" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 6" TREE H Y DHYD WV 6" OAK 1 0 3 3 1032 1033 1032 103 1 1 0 3 3 103 3 1 0 3 3 1033 10 3 3 10 3 2 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 4 1 0 2 4 102 6 EX . C O N C R E T E P A R K I N G L O T G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 SA N SA N 10 2 6 10 2 7 102 8 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± D D D 1028 102 9 102 8 10 2 8 102 8 10 2 7 1028 10 2 8 10 2 7 1 0 2 7 1028 1 0 3 0 1 0 3 0 1 0 3 1 W 8" W 8" W8" W8" W 8" W 8" W8" W8" W 8" W8" W 8" G 2" G 2" G2" G 2" G2" G2" G2" G 2" G2" G2" G2" G 2" G2" G2" G2" G 2" G 2" G2" G2" G2" G2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± 103 2 WV 1 0 2 7 10 3 1 10 3 1 1 0 3 2 1 0 3 1 10 2 9 10 3 0 CO 1 0 2 6 10 2 9 10 2 9 1029 10 3 1 103 2 1 0 3 1 10 3 2 1 0 3 1 1 0 3 0 1029 102 8 103 0 10 3 2 10 2 9 1030 10 2 9 103 1 1029 1031 1 0 3 2 103 0 D HY D 1 0 3 0 103 0 10 3 0 1 0 3 1 CO CO CO CO CO MA T C H L I N E # 2 MA T C H L I N E # 2 RO 1 SH 2 AH 2 HP 1 TYPE 1 TYPE 1 SOD SOD SOD SOD SOD TYPE 1 SOD SOD SOD SOD SOD SOD SOD SOD MA T C H L I N E MA T C H L I N E SOD IF BID ALT IS NOT SELECTED, SOD DISTURBED AREA AND GRADE TO DRAIN DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 5 L A N D S C A P E . D W G 2/ 2 0 / 2 0 2 4 2 : 5 5 : 1 3 P M C-502 LANDSCAPE DETAILS ST 18 " ST 18 " ST 18 " W 8" W 12 " W12 " W 12 " W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " H Y D WV 6" TREE 8" TREE 8" TREE 20" PINE 22" PINE 12" PINE 16" PINE 22" TREE 16" PINE 20" TREE 10" TREE 6" PINE 12" PINE 12" PINE 14" PINE 14" TREE 12" PINE 10" PINE 10" PINE 14" TREE 14" TREE 14" PINE 14" PINE 14" PINE 14" TREE 10 2 3 10 2 0 10 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 10 2 1 10 2 2 1 0 2 4 1 0 2 5 1 0 2 4 1023 1 0 2 3 10 2 4 1023 ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 36" AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) D CO CO 10 2 0 10 1 9 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 0 1 0 1 9 1 0 2 1 10 2 2 10 2 3 10 2 3 10 2 4 10 2 4 1 0 2 0 1 0 2 1 1 0 2 2 1 0 2 2 1 0 2 3 1 0 2 3 1 0 2 4 1 0 2 4 102 3 1 0 2 2 1023 1 0 2 5 CO D 1 0 1 9 10 1 8 10 2 1 1 0 1 9 MATCHLINE #3 MATCHLINE #3 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 1 W12 " W 12 " W 12 " W 12 " W 12 " DD WV H Y D ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) MATCHLINE #3 MATCHLINE #3 SOD DISTURBED AREA DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 5 L A N D S C A P E . D W G 2/ 2 0 / 2 0 2 4 2 : 5 5 : 2 2 P M C-501 LANDSCAPE PLAN DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 6 D E T A I L S . D W G 2/ 2 0 / 2 0 2 4 2 : 5 5 : 3 0 P M C-601 DETAILS 9" P O N D E D D E P T H SHEET FLOWSHEET FLOW 4 POND BOTTOM POND TOP TURF GRASS UNDISTURBED SOIL AMENDED SOIL (75-90% CONCRETE SAND, 0-10% ORGANIC COMPOST, 0-25% SOIL A-HORIZON 3/8" CHIP LIMESTONE (CHOKER LAYER) 1" LIMESTONE (CLEAN) NOT TO SCALE 8" PERFORATED PVC SUBDRAIN 18 " SO I L D E P T H 2" 10 " BIORETENTION DETAIL NOTES: 1. REFER TO IOWA STORMWATER MANAGEMENT MANUAL, CHAPTER 5 SECTION 4 (C5-S4-BIORETENTION SYSTEMS) FOR FURTHER DETAILS 2. BIORETENTION CELLS TO BE INSTALLED ONCE ALL UPSTREAM AREAS ARE ESTABLISHED SPEED TABLE DETAIL SCALE NONE 7 7'6'6' CURB CURB BEHIND CURB 7'6'6' PROFILE PLAN CURB GRADE BREAK 6" T Y P - S E E P L A N 6" T Y P - S E E P L A N TAPER OUT OVER 2' (SEE DETAIL 'A') CURB PAVEMENT PAVEMENT 1 2 " 6' WHITE PAINTED ARROW HEAD, TYP6' PAINT RAMPED AREA YELLOW PAINT RAMPED AREA YELLOW WHITE PAINTED ARROW HEAD, TYP TAPER OUT OVER 2' (SEE DETAIL 'A') 6" 4" 24"CURB DETAIL 'A' 18 " M I N STORM OR SANITARY SEWER WATER MAIN LOCATED ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN NOTES: 1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN. 2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" OF SEPARATION. 3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN. 4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES. 5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS. 6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING. 7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATER MAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING. 8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ON FULL LENGTH OF STORM SEWER PIPE OF WATER MAIN MATERIAL OR RCP WITH FLEXIBLE O-RING GASKET JOINTS SO BOTH JOINTS ARE LOCATED AS FAR AS POSSIBLE FROM THE CROSSING. 9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443. 6" - 1 8 " WATER MAIN WATER MAIN & STORM OR SANITARY SEWER CROSSING DETAIL NOT TO SCALE SEE SECTION DETAIL 'A' AT RIGHT SECTION DETAIL 'A' CASTING SUPPORT PAD 6"X45 DEGREE BEND 10'-0" MIN. 18"X18"X6" THICK SQUARE CONCRETE PAD PVC PIPE STUB FITTING CLEANOUT ADADPTER THREADED PLUG TERMINATION OF SERVICE LINE WYE FITTING C-601 5 C-601 8 NOT TO SCALE CLEANOUT DETAIL C-601 C-601 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" 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 8' LONG #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED 6" TURNED DOWN WALK DETAIL SCALE NONE 9 5" OR 6" - SEE PLAN C-601 NOTES: 1.THESE NOTES ONLY APPLY TO TRAFFIC AND DIRECTION SIGNS 2.ALL TRAFFIC SIGNS TO BE PROVIDED BY CONTRACTOR 3.SIGNS SHALL BE MOUNTED WITH STAINLESS STEEL BAND (NO DRILLING) 60 " 48 " GROUND LEVEL 2"X2" SQUARE BLACK POWDER COATED METAL POLE MUTCD W16-7P (COLOR TO MATCH W11-2) MODIFIED MUTCD W8-5P TO READ "SPEED TABLE" (COLOR TO MATCH W11-2) DIRECT BURY 4' MIN INTO GROUND SPEED TABLE SIGN SCALE NONE 10 C-601 STEPS W/ HANDRAIL DETAIL SCALE NONE 11 C-601 A A PLAN SECTION A-A Possible Sidewalk Possible Sidewalk x 1 Sidewalk ISOMETRIC 1 2 Minimum riser height is 4 inches. Maximum riser height is 7 inches. Minimum tread depth is 11 inches. Match existing sidewalk width. Construct cross slope of landing to match adjacent sidewalk. 1"foam between pole & concrete. Seal foam with gray mastic joint sealant. 1 2 1.5% Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. 3 3 4 #4 @ 18" C-C #4 @ 12" C-C POST HANDRAIL LENGTH (AS SPECIFIED) WI D T H ( A S S P E C I F I E D ) 4 12" MIN BEYOND RISER z 5'-0" MAX #4 8" 2' - 0 " 8 " M I N #4 @ 12" C-C #4 @ 18" C-C 1" PREFORMED EXPANSION JOINT 1' - 5 " T O 1' - 7 " 12" MIN BEYOND RISER 2' - 1 0 " T O 3 ' - 2 " 12" 6" 1" 1/2" MAX RADIUS 36 " M I N 2" OUTSIDE DIA GALVANIZED STEEL HANDRAIL Sidewalk 5 5 3' M I N , T Y P SET POST IN HOLE & ENCASE IN CONCRETE STRUCTURE #41 DETAIL SCALE NONE 12 C-601 PLAN VIEW ELEV=1019.03 ELEV=1025.10 6" WIDE CONCRETE WEIR WALL, CENTERED IN MANHOLE 24" INLET PIPE ELEV=1023.17 18" OUTLET PIPE ELEV=1019.03 PROFILE VIEW RIM ELEV = 1030.19 4' CEMENT WALL TO BOTTOM OF STRUCTURE TO MAKE WATERTIGHT DRILL OPENING IN CENTER OF WEIR WALL 3" OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 21 " 6" 21 " 4' 18" OUTLET PIPE BEHIND WALL STRUCTURE #20 DETAIL SCALE NONE 13 C-601 PLAN VIEW ELEV=1022.55 ELEV=1026.25 6" WIDE CONCRETE WEIR WALL, CENTERED IN MANHOLE 36" INLET PIPE ELEV=1023.25 18" OUTLET PIPE ELEV=1022.55 PROFILE VIEW RIM ELEV = 1028.65 4' CEMENT WALL TO BOTTOM OF STRUCTURE TO MAKE WATERTIGHT DRILL OPENING IN CENTER OF WEIR WALL 3" OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 21 " 6" 21 " 4' 18" OUTLET PIPE BEHIND WALL STRUCTURE #51 DETAIL SCALE NONE 14 C-601 PLAN VIEW ELEV=1015.84 ELEV=1020.80 6" WIDE CONCRETE WEIR WALL, CENTERED IN MANHOLE 36" INLET PIPE ELEV=1018.76 18" OUTLET PIPE ELEV=1015.84 PROFILE VIEW RIM ELEV = 1024.00 4' CEMENT WALL TO BOTTOM OF STRUCTURE TO MAKE WATERTIGHT DRILL OPENING IN CENTER OF WEIR WALL 3" OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 21 " 6" 21 " 4' 18" OUTLET PIPE BEHIND WALL 3"4.5" 6" 8" R 1" R 2" 24" 24" 3"4.5" 6" 6" 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. 4.BASE BID: NO ROCK BASE. BID ALT: ADD 4" ROCK BASE TYPE 1 PAVEMENT SECTION SCALE NONEC-601 1 6" PCC C4 MIX BID ALT: 4" ROCK BASE SEE SPEC SECTION 32 11 23 12" SUBGRADE PREPARATION IN TWO 6" LIFTS 8" PCC C4 MIX 12" SUBGRADE PREPARATION IN TWO 6" LIFTS 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. 4.ALL REINFORCEMENT SHALL BE EPOXY COATED. 24" 3"4.5" 6" 7" 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. 7" PCC C4 MIX 12" SUBGRADE PREPARATION IN TWO 6" LIFTS COMPACTED BACKFILL COMPACTED BACKFILL COMPACTED BACKFILL #5 BARS 24" O/C BOTH WAYS TYPE 2 PAVEMENT SECTION SCALE NONEC-601 2 TYPE 3 PAVEMENT SECTION SCALE NONEC-601 3 6" ROCK BASE SEE SPEC SECTION 32 11 23 6" ROCK BASE SEE SPEC SECTION 32 11 23 SIDEWALK DETAIL SCALE NONE 6 C-601 FINISHED GROUND GRADE (INCLUDING SOD) SHALL BE 1/4" BELOW FINISHED PAVEMENT GRADE ON DOWNHILL SIDE WIDTH PER PLAN NOTE: SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 1.5% CROSS SLOPE 4" ROCK BASE SEE SPEC SECTION 32 11 23 6" MIN WALK THICKNESS - SEE PLANS FOR EXACT THICKNESS 12" 12" 8" SUBDRAIN ELEV=1015.84 8" SUBDRAIN ELEV=1020.87 MANHOLE WALL INSTALL 1/4" STAINLESS STEEL PLATE TO COVER PORTION OF OUTLET PIPE ATTACH RESTRICTOR PLATE TO WALL OF MANHOLE WITH 1/2" STAINLESS STEEL EXPANSION BOLTS OUTLET PIPE (BEHIND PLATE)6" DETAIL 'A' INSTALL 1/4" STAINLESS STEEL PLATE TO COVER PORTION OF OUTLET PIPE SEE DETAIL 'A' MAINTENANCE NOTES: 1.FALL, SPRING AND AS NEEDED 1.1.PRUNE AND THIN OUT PLANTS WHEN NEEDED. REMOVE WEEDS THROUGHOUT THE GROWING SEASON, PREFERABLY BY PULLING OR TRIMMING. REPLACE PLANTS WHEN NEEDED. 1.2.REPLACE MULCH WHEN EROSION IS EVIDENT AND/OR WEED GROWTH IS EXCESSIVE. 1.3.REMOVE TRASH AND DEBRIS FROM PRETREATMENT AREA AND BIORETENTION CELL. 2.SEMI-ANNUALLY 2.1.INSPECT INFLOW POINTS FOR CLOGGING (OFFLINE SYSTEMS). REMOVE ANY SEDIMENT. 2.2.INSPECT FILTER STRIP/GRASS CHANNEL FOR EROSION OR GULLYING. RE-SEED OR SOD AS NECESSARY. 2.3.TREES AND SHRUBS SHOULD BE INSPECTED TO EVALUATE THEIR HEALTH AND REMOVE ANY DEAD OR SEVERELY DISEASED VEGETATION. 3.ANNUALLY 3.1.LOOK FOR EVIDENCE OF STANDING WATER IN THE OBSERVATION PORT. THIS MAY BE A SIGN OF HYDRAULIC FAILURE. 4.AS NECESSARY 4.1.REPLACE PEA GRAVEL DIAPHRAGM WHEN NECESSARY. 4.2.REPLACE MODIFIED SOIL LAYER WHEN PONDING GREATLY EXCEEDS THE DESIGN DRAINAGE TIME. TRANSFORMER PAD MOAT DETAIL NOT TO SCALE 15 C-601 CONTRACTOR TO INSTALL REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) REFERENCE ELECTRICAL PLANS TRANSFORMER 3' 3' 3' 3' SEE LANDSCAPE PLAN FOR MATERIAL 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 MATERIAL TO MATCH LANDSCAPE PLAN METAL STRUT FOR METER (SEE ELEC) 8" SUBDRAIN ELEV=1019.58 ELEV=1028.77 3. 6 7 ' ELEV=1027.25 1' ELEV=1022.58 1. 7 8 ' ANY WARRANTY GIVEN BY HYDRO INTERNATIONAL WILL APPLY ONLY TO THOSE ITEMS SUPPLIED BY IT. ACCORDINGLY HYDRO INTERNATIONAL CANNOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURE, PLANT, OR EQUIPMENT, (OR THE PERFORMANCE THERE OF) DESIGNED, BUILT, MANUFACTURED, OR SUPPLIED BY ANY THIRD PARTY. HYDRO INTERNATIONAL HAVE A POLICY OF CONTINUOUS DEVELOPMENT AND RESERVE THE RIGHT TO AMEND THE SPECIFICATION. HYDRO INTERNATIONAL CANNOT ACCEPT LIABILITY FOR PERFORMANCE OF ITS EQUIPMENT, (OR ANY PART THEREOF), IF THE EQUIPMENT IS SUBJECT TO CONDITIONS OUTSIDE ANY DESIGN SPECIFICATION. HYDRO INTERNATIONAL OWNS THE COPYRIGHT OF THIS DRAWING, WHICH IS SUPPLIED IN CONFIDENCE. IT MUST NOT BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SUPPLIED AND MUST NOT BE REPRODUCED, IN WHOLE OR IN PART, WITHOUT PRIOR PERMISSION IN WRITING FROM HYDRO INTERNATIONAL. ©2017 HYDRO INTERNATIONAL DO NOT SCALE DRAWING UNLESS OTHERWISE SPECIFIED, DIMENSIONS ARE IN INCHES. TOLERENCES ARE: FRACTIONS ± 1/16 DECIMALS ± .06 ANGLES ± 1° APPROX WEIGHT: N/A SHEET SIZE: B SHEET: 1 OF 1 DRAWING NO.: -FDHC GA NEXT ASSEMBLY: -NEXT ASSY 94 Hutchins Drive Portland, ME 04102 Tel: +1 (207) 756-6200 Fax: +1 (207) 756-6212 hydro-int.com Rev: - Title 5-ft DIAMETER FIRST DEFENSE HIGH CAPACITY DRAWN BY: KDO CHECKED BY: MRJ APPROVED BY DATE: 4/6/2018 SCALE: NTS COMMENTS: PROJECTION MATERIAL: GENERAL ARRANGEMENT PLAN VIEW 5 1. MANHOLE WALL AND SLAB THICKNESSES ARE NOT TO SCALE. 2. CONTACT HYDRO INTERNATIONAL FOR A BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING FIRST DEFENSE MANHOLE. 3. CONTRACTOR TO CONFIRM RIM, PIPE INVERTS, PIPE DIA. AND PIPE ORIENTATION PRIOR TO RELEASE OF UNIT TO FABRICATION. PRODUCT SPECIFICATION: 1. PEAK HYDRAULIC FLOW: 20.0 cfs (566 l/s) 2. MIN SEDIMENT STORAGE CAPACITY: 1.1 cu. yd. (0.8 cu. m.) 3. OIL STORAGE CAPACITY: 300 gal. (1135 liters) 4. MAXIMUM INLET/OUTLET PIPE DIAMETERS: 24 in. (600 mm) 5. THE TREATMENT SYSTEM SHALL USE AN INDUCED VORTEX TO SEPARATE POLLUTANTS FROM STORMWATER RUNOFF. PROJECT SPECIFICATIONS: 4 1 PARTS LIST DESCRIPTIONSIZE (mm)SIZE (in)QTYITEM I.D. PRECAST MANHOLE15006011 INTERNAL COMPONENTS (PRE-INSTALLED) 12 FRAME AND COVER (ROUND)7503013 OUTLET PIPE (BY OTHERS)600 (MAX)24 (MAX)14 INLET PIPE (BY OTHERS)600 (MAX)24 (MAX)15 A A SECTION A-A 1 3 4 PIPE INVERTS: 5.19 ft [1.582 m] (MINIMUM) T.O.S.: 8.73 ft [2.661 m] (MINIMUM) [2.966 m] SUMP: .00 ft [.000 m] 5 INVERT MATERIAL DIAMETER RIM -- OUTLET INLET 1 INLET 2 --- INLET 3 --- HYDRO FRAME AND COVER (INCLUDED) GRADE RINGS BY OTHERS AS REQUIRED 2 NOTE: ADDITIONAL HEIGHT MAYBE REQUIRED DEPENDING ON PIPE SIZE DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 6 D E T A I L S . D W G 2/ 2 1 / 2 0 2 4 7 : 4 7 : 4 0 A M C-602 DETAILS D D D D D 102 4 102 3 102 2 1029 10 2 7 1029 1 0 2 9 1 0 2 8 102 8 102 9 103 0 102 9 1028 1 0 2 9 1028 102 8 10 2 8 102 8 10 2 7 1028 102 7 1 0 2 7 1028 CO CO CO W 8" W 8" G 2" G 2" G2" G2" G2" G2"G2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" 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 U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E 10 2 2 1029 10 2 9 10 3 0 1028 1029 CO 10 2 9 102 9 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 CO D 8.75' 6' 19 . 5 ' 22.5' 1 0 2 9 CO CO CO CO 14 TONS CLASS D RIP RAP CO MA T C H L I N E # 1 MA T C H L I N E # 1 U/E CO MA T C H L I N E # 2 MA T C H L I N E # 2 102 9 WV H Y D F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) ST ST O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E ST 12" ST 12" ST 12" ST 12" ST 12" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 18 " ST 18 " F/O F/ O U/E U/E U/E U/E W12 " W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " G G G G G G G G G G G G G G G G G 103 0 10 3 0 1 0 2 5 10 2 5 10 2 8 10 2 5 10 2 5 10 2 7 10 2 6 10 2 3 1 0 2 7 10 2 8 1029 1028 1027 1028 102 7 10 2 7 1 0 2 7 1028 10 2 8 1 0 2 8 10 2 8 1 0 2 7 10 2 8 1 0 2 8 1 0 2 7 1 0 2 4 1 0 2 4 102 6 10 ' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 10 2 6 10 2 7 102 8 102 9 10 2 6 102 7 1028 SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE FILTER SOCK FILTER SOCK ROCK CONSTRUCTION ENTRANCE SF SF SFPOSSIBLE TOPSOIL STOCKPILE LOCATION SILT FENCE BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=4,602 SF ELEV=1022.00 PRE-TREATMENT BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=620 SF ELEV=1022.00 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SILT FENCE LIMITS OF DISTURBANCE TOTAL DISTURBED AREA=6.1 ACRES SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE D D D 102 4 102 3 102 2 1029 10 2 7 10 2 7 1030 1 0 3 1 1031 1029 1 0 2 9 CO CO CO CO CO 10 2 2 1 0 2 8 1029 1031 CO CO CO 1 0 3 1 1 0 2 9 103 2 1030 1030 102 5 103 0 102 6 102 7 102 8 102 9 10 2 5 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 2 9 10 2 5 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 10 2 8 1 0 2 6 1 0 2 7 1 0 2 8 10 2 8 1 0 2 9 1 0 2 9 10 2 5 10 3 0 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 5 103 0 102 3 102 4 102 6 102 7 102 8 102 9 103 1 CO 22.5' CO CO CO CO 4 TONS CLASS D RIP RAP 11.5 ' 1 0 ' 3 ' 4.5' CO MA T C H L I N E # 1 MA T C H L I N E # 1 CO CO 102 9 WV H Y D WV 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 AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/E O/E O/E F / O ST 42" ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " F/ O F/ O F/ O F/ O O/E O/E O/E O/E O/E O/E 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12" W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" G G G G G G G G G G G G G 1 0 3 0 1 0 3 0 1 0 3 0 10 3 0 10 2 7 102 7 1 0 2 7 1030 1030 10 3 0 103 0 10 2 8 10 2 5 10 2 5 10 2 7 1028 1029 1030 103 1 1 0 2 7 A S H W O R T H D R I V E ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 102 6 102 7 1028 1029 1031 SF SF INLET PROTECTION SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE SILT FENCE S F S F S F SF SF SF SFSFSF SF S F S F S F SF SF SF SF SF SF SF POSSIBLE TOPSOIL STOCKPILE LOCATION SILT FENCE BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=1,906 SF ELEV=1023.00 PRE-TREATMENT BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=194 SF ELEV=1023.00 BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=4,602 SF ELEV=1022.00 PRE-TREATMENT BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=620 SF ELEV=1022.00 SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE LIMITS OF DISTURBANCE TOTAL DISTURBED AREA=6.1 ACRES ULTIMATE DISCHARGE FROM SITE TO SUGAR CREEK SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE SF SF SF SF S F SF SF SF SF SF SF SF SF SILT FENCE DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + STORM WATER POLLUTION PREVENTION PLAN 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 SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 10.OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE DETENTION FACILITIES AND PRIVATE UTILITIES. 11.CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND PHASING EROSION CONTROLS AND SILT FENCE, PER SWPPP INSPECTORS RECOMMENDATIONS, TO MAINTAIN EROSION PROTECTION AND ACCOMMODATE CONSTRUCTION ACTIVITIES AND PHASING. ANY ADDITIONAL EROSION CONTROLS OR ADJUSTMENTS SHALL BE INCIDENTAL. 12.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY SILTING, RILLING OR SCOURING TO DESIGN GRADE BEFORE CLOSE OF PROJECT PER SWPPP INSPECTOR AND OWNER RECOMMENDATIONS. 13.CONTRACTOR TO PROTECT PROPOSED PONDS DURING CONSTRUCTION FROM EROSION AND SILTING. ANY CORRECTIVE WORK TO RESTORE POND BOTTOM SHALL BE INCIDENTAL. EROSION CONTROL REMOVAL NOTES: 1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, 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. GENERAL NOTES: 1.ALL BIORETENTION CELLS ARE TO BE CONSTRUCTED ONLY AFTER ALL OTHER CONSRUCTION ITEMS ARE COMPLETE. SEDIMENT PROTECTION WILL BE REQUIRED IF IMMEDIATE UPSTREAM PROTECTION IS NOT ABLE TO BE COMPLETED. L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 7 S W P P P . D W G 2/ 2 0 / 2 0 2 4 2 : 5 6 : 1 3 P M GRAPHIC SCALE 020 10 20 40 C-701 SWPPP PLAN DN PROPOSED BUILDING ADDITION 31,337 SF FOOTPRINT FFE=1032.6± D D D 1028 102 9 102 8 10 2 8 102 8 10 2 7 1028 10 2 8 10 2 7 1 0 2 7 1028 1 0 3 0 1 0 3 0 1 0 3 1 W 8" W 8" W8" W8" W 8" W8" W8" W8" W 8" W 8" W8" G 2" G 2" G2" G2" G 2" G2" G2" G 2" G2" G2" G2" G 2" G 2" G2" G2" G 2" G2" G2" G2" G2" G2" G2" G2" G2" 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 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E PROPOSED BUILDING BID ALT 1,275 SF FOOTPRINT FFE=1032.6± 103 2 WV 1 0 2 7 10 3 1 10 3 1 1 0 3 2 1 0 3 1 10 2 9 10 3 0 CO 1 0 2 6 10 2 9 10 2 9 1029 10 3 1 103 2 1 0 3 1 10 3 2 1 0 3 1 1 0 3 0 1029 102 8 103 0 10 3 2 10 2 9 1030 10 2 9 103 1 1029 1031 1 0 3 2 103 0 D HY D 1 0 3 0 103 0 10 3 0 1 0 3 1 CO CO CO CO CO CO MA T C H L I N E # 2 MA T C H L I N E # 2 COCO CO MH MH MH MH COCO WV H Y D WV WV EMEP GM ELEC WV FF = 1 0 3 2 . 5 2 FF = 1 0 3 2 . 5 9 FF= 1 0 3 2 . 6 0 FF=1032.58 FF=1032.62 EXISTING BUILDING WAUKEE HIGH SCHOOL 555 SE UNIVERSITY AVENUE ST 12" ST 12" ST 12" ST 12" ST 12" ST 18 " ST 18 " ST 18 " U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E X U/E U/E U/E U/E U/EU/EU/E U/E U/E U/E W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W 8" W 8" G G G G G 1 0 2 5 10 2 5 10 2 7 102 8 1029 1030 1031 1028 10 3 0 10 3 0 1029 1 0 3 0 1 0 3 1 10 3 2 103 3 1 0 3 2 1033 H Y DHYD WV 1 0 3 3 1032 1033 1032 103 1 1 0 3 3 103 3 1 0 3 3 1033 10 3 3 10 3 2 10 3 1 10 3 1 1 0 3 2 10 2 9 10 2 8 10 2 7 1 0 2 6 1 0 2 4 1 0 2 4 102 6 G G G U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E 10' E L E C E A S E M E N T BK 2 0 0 0 P G 4 7 1 5 SA N SA N 10 2 6 10 2 7 102 8 10 3 0 1 0 2 7 1 0 2 8 10 2 9 10 3 1 10 3 2 10 3 3 SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF INLET PROTECTION SF SF INLET PROTECTION CONCRETE WASHOUT OUTHOUSE & MATERIAL STORAGE LIMITS OF DISTURBANCE TOTAL DISTURBED AREA=6.1 ACRESLIMITS OF DISTURBANCE TOTAL DISTURBED AREA=6.1 ACRES DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 7 S W P P P . D W G 2/ 2 0 / 2 0 2 4 2 : 5 6 : 3 0 P M GRAPHIC SCALE 020 10 20 40 C-702 SWPPP PLAN D CO CO 10 2 0 10 1 9 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 0 1 0 1 9 1 0 2 1 10 2 2 10 2 3 10 2 3 10 2 4 10 2 4 1 0 2 0 1 0 2 1 1 0 2 2 1 0 2 2 1 0 2 3 1 0 2 3 1 0 2 4 1 0 2 4 102 3 1 0 2 2 1023 1 0 2 5 CO D 1 0 1 9 10 1 8 10 2 1 1 0 1 9 MATCHLINE #3 MATCHLINE #3 14 ' 4.5' 4' 18.5' 7 TONS CLASS D RIP RAP ST 18 " ST 18 " ST 18 " W 8" W12 " W12 " W12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " H Y D WV S 10 2 3 10 2 0 10 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 1 0 2 2 1 0 2 1 10 2 2 10 2 1 10 2 2 1 0 2 4 1 0 2 5 1 0 2 4 1023 1 0 2 3 10 2 4 1023 ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 36" AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SF SF SF S F S F S F S F S F S F S F S F S F S F S F SILT FENCE S F SF SF SF SF SF SF SF SF S F S F S F SF S F S F SF SF SF SFSF SILT FENCE BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=6,125 SF ELEV=1018.50 PRE-TREATMENT BIORETENTION AREA POST-CONSTRUCTION FACILITY AREA=672 SF ELEV=1018.50 ULTIMATE DISCHARGE FROM SITE TO SUGAR CREEK S F S F S F S F S F S F S F S F SFSF SF SF SF SF S F S F S F S F S F S F S F S F SF SF SILT FENCE MATCHLINE #3 MATCHLINE #3 W 12 " W 12 " W 12 " W12 " W12 " DD WV H Y D ST 36 " ST 36" ST 30 " AS H W O R T H D R I V E (P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE UNIVERSITY AVE (PUBLIC STREET - CONCRETE SURFACE) SF SF SF SF SF SF S F SF SILT FENCE TO BE PLACED AROUND DISTURBED AREA DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s WA U K E E H I G H S C H O O L B U I L D I N G A D D I T I O N WA U K E E C O M M U N I T Y S C H O O L D I S T R I C T WA U K E E , I O W A 1018B12 02-20-2024 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 + 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 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 1 1 5 W A U K E E H I G H S C H O O L A D D I T I O N \ D W G \ C 7 S W P P P . D W G 2/ 2 0 / 2 0 2 4 2 : 5 6 : 5 8 P M GRAPHIC SCALE 020 10 20 40 C-703 SWPPP PLAN MAIN LEVEL EL: 0" T.O. ADDITION MASONRY EL: 31' -4" UPPER LEVEL 15' -3" ALUMINUM CURTAINWALL FRAMING METAL MESH SUNSHADING PHENOLIC WALL PANELS METAL FASCIA METAL WALL PANELS TYPE B MAIN LEVEL EL: 0" T.O. ADDITION MASONRY EL: 31' -4" UPPER LEVEL 15' -3" ALUMINUM CURTAINWALL FRAMINGFACEBRICKMETAL MESH SUNSHADING PHENOLIC WALL PANELS METAL FASCIA MAIN LEVEL EL: 0" T.O. AUD PRECAST EL: 69' -0" T.O. ADDITION MASONRY EL: 31' -4" UPPER LEVEL 15' -3" ALUMINUM CURTAINWALL FRAMING FACEBRICKMETAL WALL PANELS TYPE A T.O. PRECAST-BACK EL: 60' -11" MAIN LEVEL EL: 0" METAL WALL PANELS TYPE A T.O. PRECAST-BACK EL: 60' -11" MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" T.O. AUD PRECAST EL: 69' -0" T.O. SHELTER PRECAST EL: 27' -0" UPPER LEVEL 15' -3" FACEBRICK METAL WALL PANELS TYPE A T.O. PRECAST-BACK EL: 60' -11" MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" T.O. AUD PRECAST EL: 69' -0" T.O. SHELTER PRECAST EL: 27' -0" T.O. ADDITION MASONRY EL: 31' -4" FACEBRICK METAL WALL PANELS TYPE A T.O. PRECAST-BACK EL: 60' -11" frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE HIGH SCHOOL WAUKEE, IOWA 1/8" = 1'-0"DD101 1 SOUTH ELEVATION 1/8" = 1'-0"DD101 2 WEST ELEVATION 1/8" = 1'-0"DD101 5 NORTH ELEVATION - WEST 1/8" = 1'-0"DD101 3 WEST ELEVATION 1/8" = 1'-0"DD101 4 NORTH ELEVATION - EAST 1/8" = 1'-0"DD101 6 EAST ELEVATION MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" T.O. ADDITION MASONRY EL: 31' -4" UPPER LEVEL 15' -3" ALUMINUM CURTAINWALL FRAMINGMETAL FASCIA METAL WALL PANELS TYPE B FACEBRICK ALUMINUM WINDOW UNIT, TYP MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" T.O. AUD PRECAST EL: 69' -0" T.O. SHELTER PRECAST EL: 27' -0" UPPER LEVEL 15' -3" METAL WALL PANELS TYPE A FACEBRICKALUMINUM WINDOW UNIT, TYP T.O. PRECAST-BACK EL: 60' -11" MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" T.O. AUD PRECAST EL: 69' -0" T.O. SHELTER PRECAST EL: 27' -0" T.O. ADDITION MASONRY EL: 31' -4" UPPER LEVEL 15' -3"METAL WALL PANELS TYPE A T.O. PRECAST-BACK EL: 60' -11" MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" FACEBRICKALUMINUM STOREFRONT FRAMING EXISTING FACEBRICK SHELTER MEZZANINE EL: 12' -0" MAIN LEVEL EL: 0" EXG T.O. MASONRY EL: 20' -8" FACEBRICK SHELTER MEZZANINE EL: 12' -0" frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE HIGH SCHOOL WAUKEE, IOWA 1/8" = 1'-0"DD102 1 EAST ELEVATION 1/8" = 1'-0"DD102 2 SOUTH ELEVATION 1/8" = 1'-0"DD102 3 SOUTH ELEVATION 1/8" = 1'-0"DD102 4 WEST ELEVATION - ALT BID 1/8" = 1'-0"DD102 5 SOUTH ELEVATION-ALTERNATE BID MATERIAL PERCENTAGES FOR ALL ELEVATIONS METAL PANELS & FASCIA -53.5% FACEBRICK -33% GLAZING -13.2% PHENOLIC PANEL -0.3% SCALE:NTS N KEY PLAN A B C D E