The URL can be used to link to this page

Home My WebLink About2022-12-19 I07 New Waukee 6-7 Middle School_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 19, 2022 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for New Waukee 6/7 Middle School (1235 NW Douglas Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The Waukee Community School District requests approval of a site plan to authorize the construction of a 112,100 square foot middle school building, that will be 40-feet in height at its tallest point. A trash enclosure is located on the north side of the building. Construction of the school is planned to begin in 2023 with a completion and opening date of Fall 2025. There are two accesses into the school site off of NW Douglas Parkway. The parent drop-off/pick-up location will be accessed from the west access point. This drive will be the same drive used to access the parent drop-off/pick-up lane for the adjacent school building to the west. Pedestrian walkways will be installed around the building and throughout the site. A 10-ft wide trail will be installed along NW Douglas Parkway. A trail will be provided into the site from the public trail. A total of 186 daytime parking spaces and 252 evening parking spaces are required for the proposed site plan and they are providing 274 parking spaces. All utilities will be provided to this site. Stormwater management will be provided with basins located throughout the site. A large pond will be located at the southwest of the proposed school site. The School District will be responsible for the maintenance of the ponds throughout their property. All landscaping requirements have been met. The elevations of the building are proposed to be constructed mainly of brick, architectural metal paneling, precast concrete, and aluminum windows and curtain walls. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the December 13, 2022, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for New Waukee 6/7 Middle School (1235 NW Douglas Parkway) Planning Coordinator, Melissa DeBoer, introduced the request for approval of a site plan for a new middle school as made by the applicant, Waukee Community School District. The subject property is generally located north of NW Douglas parkway and west of NW 10th street, containing approximately 76.01 acres. Construction is currently slated to start in 2023 with an anticipated opening date of Fall 2025. I7 Mrs. DeBoer presented that the site plan identifies the construction of a 112,100 square foot middle school building approximately 40 feet in height and containing 36 classrooms. A trash enclosure is located on the north side of the building. Two primary accesses provide entry and exit for the school located off of NW Douglas Parkway. The shared drive with the school to the west is intended for parent pick up and drop off only, bus and teacher traffic is anticipated on the north side of the building. Staff has been informed that the schools would stagger start and end times to avoid traffic issues related to the shared access. All utilities are available to the site, and storm water management is provided in basins through out the site. a large pond is located to the southwest of the proposed building and will act as wet-bottom detention. The School district is responsible for maintenance of the basins, wet or dry, on their property. At this time all landscaping, open space, parking, and elevation plan requirements have been met. Staff recommends approval of the site plan for New Waukee 6/7 Middle School, subject to any remaining staff comments. • Commissioner Hoifeldt questioned if the traffic would interfere with the round-about to the south of the property as the access drive is an exit point of it. Kirk Johnson, a representative of the School District, advised that the queueing space for both schools is increased from previous construction in order to not interfere with traffic on NW Douglas Parkway. He also validated the information related to staggering start times in order to avoid the parent traffic of two schools fitting into one access drive. Commissioner Streit made a motion to approve the site plan for New Waukee 6/7 Middle School subject to remaining staff comments. The motion was seconded by commissioner Hoifeldt. Ayes: Koelker, Hoifeldt, Streit, and Broderick. 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 2022- APPROVING THE SITE PLAN FOR NEW WAUKEE 6/7 MIDDLE SCHOOL (1235 NW DOUGLAS PARKWAY) 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 New Waukee 6/7 Middle School, subject to remaining staff comments on December 13, 2022; AND, WHEREAS, the Site Plan for New Waukee 6/7 Middle School is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for New Waukee 6/7 Middle School 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 19th day of December, 2022 that the Site Plan for New Waukee 6/7 Middle School is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: New Waukee 6/7 Middle School – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: December 9, 2022 MEETING DATE: December 13, 2022 GENERAL INFORMATION Owner / Applicant: Waukee Community School District Engineer: Joel Jackson, P.E., Bishop Engineering Request: The applicant is requesting approval of a site plan for the development of a middle school. Location and Size: Property is generally located north of NW Douglas Parkway and west of NW 10th Street, containing approximately 76.01 acres. Property Address: 1235 NW Douglas Parkway AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. December 9, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Single Family Residential A-1 (Agricultural) North Agricultural Land Single Family Residential / Open Space A-1 (Agricultural) South Single Family Residential Single Family Residential R-2 (One & Two Family Residential) East Vacant - Undeveloped Single Family Residential R-2 (One & Two Family Residential) and R-3 (Multi- Family Residential) West School (Currently under construction) Single Family Residential A-1 (Agricultural) HISTORY The Waukee Community School District owns the property. Site plans for the Waukee Natatorium and the Waukee school building to the west of the subject site have recently been approved. Both projects are currently under construction. PROJECT DESCRIPTION The project identifies the construction of a 112,100 square foot middle school building that is proposed to be 40-feet in height at its highest point. The site plan indicates that there are 36 classrooms in the building. A trash enclosure is located on the north side of the school building and will be integral to the building similar to other recently constructed school buildings. Construction of the proposed middle school is planned to begin in 2023 with a completion and opening date of Fall 2025. ACCESS AND PARKING There are two primary accesses for the school located off of NW Douglas Pkwy. The parent drop-off/pick-up location is accessed from the west access point. This drive will also be used to access the parent drop-off/pick- up lane for the adjacent school building to the west. The Zoning Ordinance requires 186 daytime parking spaces and 252 evening parking spaces. The site plan indicates a total of 274 parking spaces across the site, including 12 accessible parking spaces. Pedestrian walkways will be installed around the building and throughout the site. A 10-foot-wide trail will be installed along NW Douglas Parkway. A trail will be provided into the site from the public trail. UTILITIES Utilities will be extended into the site from NW Douglas Parkway. Storm water for the site will be detained in basins located throughout the site. A large pond will be located to the southwest of the proposed school building, just north of NW Douglas Parkway, this will be a wet basin. The School District will be responsible for the maintenance of the ponds on their property. December 9, 2022 3 of 3 LANDSCAPING & OPEN SPACE A total of 20% open space is required. The Site Plan indicates that 66.3% open space will be provided. The site will be sodded and seeded with a variety of grasses and landscaping materials. The proposed landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS Elevations of the proposed buildings have been provided for review. Materials proposed include brick, architectural metal paneling, precast concrete, and aluminum windows and curtain walls. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff comments. IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. PROPERTY DESCRIPTION: LOT 1 TRAILRIDGE SCHOOL, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA. ADDRESS: 1235 NW DOUGLAS PARKWAY WAUKEE, IA 50263 OWNER/PREPARED FOR: WAUKEE COMMUNITY SCHOOL DISTRICT ATTN: KIRK JOHNSON 560 SE UNIVERSITY AVE WAUKEE, IA 50263 PH: 515-987-5161 ENGINEER/PROJECT MANAGER: JOEL JACKSON, PE BISHOP ENGINEERING 3501 104TH STREET URBANDALE, IA 50322 PH: 515-276-0467 ZONING: A-1: AGRICULTURAL DISTRICT BUILDING SETBACKS: FRONT YARD = 35 FEET REAR YARD = 35 FEET SIDE YARD = 35 FEET MAXIMUM BUILDING HEIGHT = 40 FEET PARKING REQUIREMENTS: DAYTIME PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE + 1 SPACE PER CLASSROOM EVENING PARKING REQUIREMENTS: 1 SPACE PER 4 SEATS IN GYMNASIUMS & AUDITORIUMS DAYTIME PARKING REQUIRED = 150 + 36 = 186 STALLS EVENING PARKING REQUIRED = 1006/4 = 252 STALLS PARKING PROVIDED = 274 STALLS OPEN SPACE & IMPERVIOUS SURFACE: TOTAL SITE AREA = 3,310,854 SF EXISTING IMPERVIOUS SURFACE = 744,700 SF PROPOSED IMPERVIOUS SURFACE = 370,000 SF TOTAL IMPERVIOUS SURFACE = 1,114,700 SF (33.7%) TOTAL OPEN SPACE = 2,196,154 SF (66.3%) BENCHMARK: TBM 1 ARROW ON HYDRANT LOCATED AT NW DOUGLAS PKWY & NW STRATFORD DR; ON THE NORTH R.O.W. OF NW DOUGLAS PKWY. ELEVATION=1020.29 TBM 2 BURY BOLT ON HYDRANT LOCATED ALONG THE WEST R.O.W. OF NW 10TH STREET; 504' +/- NORTH OF DRIVE. ELEVATION=1011.65 SITE CONTROL: POINT #9500 NORTHING= 593832.23 EASTING= 1530786.15 ELEVATION= 1019.04 DESCRIPTION= SET CUT "X" ON BACK OF CURB VICINITY MAP SCALE: 1' = 1,000' COPYRIGHT 2021 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. LEGEND: 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 SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER ELECTRIC VAULT POWER 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 FAULT CABLE TV RISER SIGN BOLLARD 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED AS NOTED SECTION CORNER - FOUND AS NOTED D S CO H Y D I CV W WSO Y A DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV WETLAND NOTES: 1.A WETLAND INVESTIGATION WAS COMPLETED ON THE PROJECT SITE BY EMMONS AND OLIVIER RESOURCES, INC. FOUR SMALL AGRICULTURAL WETLANDS WERE FOUND. THE REPORT WAS SUBMITTED TO THE ARMY CORPS OF ENGINEERS, WHICH DETERMINED THAT THE WETLANDS ARE NOT JURISDICTIONAL WATERS OF THE UNITED STATES, AND DOES NOT REQUIRED A SECTION 404 PERMIT. 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 0 C O V E R . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 0 8 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. 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 F/O C-001 - C-701 NEW WAUKEE 6/7 MIDDLE SCHOOL SITE PLAN SHEET INDEX: C-001 CIVIL COVER SHEET C-200 - C-202 LAYOUT PLAN C-203 JOINTING PLAN C-300 - C-302 GRADING PLAN C-400 - C-402 UTILITY PLAN C-500 - C-502 LANDSCAPE PLAN C-601 - C-602 DETAILS SHEET C-701 SWPPP STAKING NOTES: 1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER. 2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY. 3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN. SOILS REPORT: 1.REFERENCE ALLENDER BUTZKE SOILS REPORT (PN 201472) FOR ADDITIONAL SOILS INFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTING DESIGN, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERN OVER PAVEMENT THICKNESS IN THE SOILS REPORT. EARTHWORK BALANCE NOTES: 1.EXISTING CONTOURS SHOWN ON PLANS ARE A COMBINIATION OF THE SITE SURVEY PERFORMED IN NOVEMBER 2020 AND PROPOSED CONTOURS FROM THE WAUKEE 8/9 SCHOOL PROJECT. 2.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. 3.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS. 4.WAUKEE 8/9 SCHOOL GRADING CONTRACTOR (ELDER) WILL BE REMOVING APPROXIMATELY 12,300 CY OF TOPSOIL FROM THE PILE IN 2023. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH ELDER AND TAKING THIS SITUATION INTO ACCOUNT. CONTRACTOR WILL BE RESPONSIBLE FOR RE-SPREADING ENTIRE TOPSOIL STOCKPILE. NO CHANGE ORDERS WILL BE ISSUED AS IT RELATES TO EARTHWORK QUANTTIES. FARM TILE NOTES: 1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH AN INSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE. 2.IT IS ANTICIPATED THAT THE SITE CONTAINS FIELD TILES, HOWEVER, LIMITED INFORMATION IS AVAILABLE. 3.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50 FEET OF THE FIELD TILE. 4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FARM TILES TO BISHOP ENGINEERING WITH BOTH ELEVATIONS AND STATE PLANE COORDINATES. PAVEMENT PLACEMENT NOTES: 1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS. STORM & SANITARY TELEVISING NOTES: 1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM 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. 3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARY SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10 FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID. IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USE WATER-TIGHT N-12 PIPE, CENTERED ON THE CROSSING. 4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS. GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS 2022 STANDARD SPECIFICATIONS. THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKEND OR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORK TO SCHEDULE A PRE-CONSTRUCTION MEETING. 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" AND CITY OF WAUKEE REQUIREMENTS. 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.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 11.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. 12.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 13.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. 14.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. 15.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. 16.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT RECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 17.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES. 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 SUBASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE 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. 6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. UTILITY NOTES: 1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY. 2.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. 3.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. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDAS SW-105). 4.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC. 5.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS. 6.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDE ADDITIONAL WALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY AND ALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID. 7.SANITARY SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING. 8.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY AND STORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOS SHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT. 9.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING. 10.ALL WATER LINE MATERIAL SHALL BE C-900 UNLESS NOTED OTHERWISE ON PLANS. SIZE OF WATERMAIN AS SHOWN ON PLANS. 11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. 14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED. 15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET. 16.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 5" STORZ CONNECTION. 17.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS. 18.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT. SWPPP NOTES: 1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER (515-276-0467) FOR A COPY OF THE SWPPP. 2.NPDES PERMIT AUTHORIZATION NUMBER: 38785-38416 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. REQUIRED AS-BUILTS: THE OWNER SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION POND STORM SEWER, PUBLIC STORM SEWER, RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (JOEL JACKSON AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. **CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORE SEEDING HAS TAKEN PLACE** AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNED CERTIFICATION STATEMENT TO THE CITY INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED. MONUMENT AND BUILDING SIGNAGE: 1.ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT 2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUND OR BUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS. FENCE NOTES: 1.SEE PLANS, DETAILS AND SPECIFICATIONS ON ALL FENCES. 2.FENCES SHALL BE INSTALLED PRIOR TO SIDEWALKS IN MANY AREAS. THE CONCRETE SHALL BE AROUND THE FENCE POSTS AND THE FENCE IS NOT ALLOWED TO BE BOLTED TO OR ATTACHED TO THE WALKS. SEE DETAILS FOR FURTHER INFORMATION. SECURITY NOTES: 1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE. 2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID. C-001 CIVIL COVER SHEET SPECIFICATIONS NOTES: 1.ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE 6/7 MIDDLE SCHOOL PROJECT SPECIFICATIONS, THE 2020 CITY OF WAUKEE STANDARD SPECIFICATIONS AND 2022 SUDAS SPECIFICATIONS. 2.FOR ANY DISCROPANCIES BETWEEN THE WAUKEE 6/7 MIDDLE SCHOOL 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. FIRE DEPARTMENT ACCESS NOTES: 1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, OR PORTIONS OF A BUILDING AS SOON AS VERTICAL CONSTRUCTION OF THE BUILDING COMMENCES. 2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 2015 IFC 503.2 AND SHALL EXTEND TO WITHIN 150 FEET OF ALL EXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. 3.FIRE APPARATUS TRAIL (AS SHOWN ON PLANS) SHALL BE INSTALLED PRIOR TO BUILDING GOING VERTICAL. IF PAVEMENT IS NOT PLANNED TO BE INSTALLED PRIOR TO THE BUILDING GOING VERTICAL, THAN TEMPORARY ROCK ACCESS SHALL BE PROVIDED AROUND THE BUILDING AND CONNECTED TO THE ROCK CONSTRUCTION ENTRANCE. 4.ANY TEMPORARY ROCK USED FOR THE FIRE DEPARTMENT ACCESS ROUTE SHALL BE REMOVED FROM THE SITE PRIOR TO TOPSOIL SPREADING AND SEEDING. SEE TOPSOIL NOTES ON COVER SHEET AND GRADING PLAN. 5.ANY AND ALL FIRE APPARATUS ACCESS ROAD WORK NECESSARY TO COMPLY WITH WAUKEE FIRE DEPARTMENT REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO BID. TOPSOIL NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING GEOTECHNICAL ENGINEER WHEN TOPSOIL HAS BEEN PLACED / RE-SPREAD ON SITE. GEOTECHNICAL ENGINEER WILL THEN INVESTIGATE AND PROVIDE WRITTEN VERIFICATION TO THE OWNER THAT AT LEAST 8" OF TOPSOIL HAS BEEN PLACED IN ALL PERVIOUS AREAS OF THE SITE. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF HAULING IN ADDITIONAL TOPSOIL IN AREAS THAT ARE DEFICIENT. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ADDITIONAL COSTS FOR SUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BY GEOTECHNICAL ENGINEER IF SITE IS FOUND TO BE DEFICIENT. 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. SITE POND GRADING & CONSTRUCTION NOTES: 1.THE WET DETENTION POND WILL REQUIRE A CLAY LINER TO AN ELEVATION OF 2' ABOVE THE NORMAL POOL ELEVATION. CLAY LINER SHALL BE 12" THICK AND CONFORM TO ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS AND PLAN DETAILS. 2.OVER-EXCAVATION OF SAND SEEMS OR SAND LAYERS MAY BE NECESSARY TO PREVENT SLUFFING AND ALSO TO PREVENT GROUND WATER FROM COMPROMISING THE CLAY LINER. COORDINATE WORK WITH GEOTECHNICAL ENGINEER ON THE CLAY LINER ON THIS PROJECT. 3.IF THE POND DOES NOT HOLD WATER, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REWORK NECESSARY TO RECTIFY THE PROBLEM. 4.ANY POND PUMPING NECESSARY, INCLUDING BUT NOT LIMITED TO, GRADING, INSTALLATION OF POND EDGE OR UTILITY INSTALLATION SHALL BE CONSIDERED INCIDENTAL. 5.POND DEPTH VERIFICATION: AT END OF PROJECT, CONTRACTOR SHALL VERIFY THE WET POND DEPTH AS MEASURED FROM NORMAL POOL EVERY 50 LF DOWN THE MIDDLE OF THE POND. FINAL MEASUREMENTS MUST BE NO LESS THAN 24" FROM DESIGN POND DEPTH FOR THE MAIN POND AREA. MEASUREMENT TO SEDIMENT FOREBAY MUST BE NO LESS THAN 6" FROM DESIGN DEPTH. EXACT PROCESS OF MEASUREMENT IS CONTRACTOR MEANS & METHODS. 6.IF POND DOES NOT MEET DEPTH REQUIREMENTS BECAUSE OF EITHER SILTING ACTION OR IMPROPER GRADING, CONTRACTOR SHALL CORRECT ISSUE AT NO COST TO THE SCHOOL DISTRICT. CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S SAN SAN SAN D DD D D D D D D W 8" SSANSANSANSANSANSAN S SAN SAN SAN SAN SAN S SA N W8" HY D GM WV WV G G G G G G G G G G G G G G G G C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT HY D H Y D WV WV WV H Y D W 6" W 6" W 6" XX X X X X X X X X X X X X X X X X X X X X X X X X 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 W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING H Y D W6"W6"W6"W6" H Y D GV F/O F/O I CV F/O F/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) NW S T R A T F O R D D R (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 SANITARY SEWER EASEMENT BOOK 2020 PG 36611 EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4" G G WV W8" WV W8" W8" H Y D H Y D H Y D HY DWV H Y D WV COST6"ST 6"ST 6"ST 6"ST 6"CO SA N W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" DDD DD S W 8" W 8" 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W4" W W W W W WV WV W V WV HY DHYD SA N SA N SA N SA N SAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN D D D D S S SS S D WV WV HY D H Y D WVWVWVHYD WV ST 30" SA N 8" W12"W 12" W8" CO CO CO CO CO CO CO CO CO CO CO 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 X X X X X X X X X X X X 30 20 10 X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X CONCESSIONS BUILDING 10'x30' DUGOUT 10 ' x 4 6 ' D U G O U T 10'x38' DUGOUT PRESS BOX 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 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 F/O F/O F/O F/O F/O F/O F/O 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 2 L A Y O U T . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 2 2 P M GRAPHIC SCALE 040 20 40 80 C-200 LAYOUT PLAN FIRE LANE SIGN NOTES: 1.FIRE LANE SIGN SHALL BE 18" TALL X 12" WIDE WITH RED LETTERS ON A WHITE REFLECTIVE BACKGROUND TO READ "FIRE LANE - NO PARKING EXCEPT FOR EMERGENCY VEHICLES". 2.ALL FIRE LANE SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR. 3.ALL FIRE LANE SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATED METAL POLE. 4.FIRE LANE SIGNS SHALL BE PLACED BETWEEN 2-FEET AND 4-FEET FROM THE EDGE OF THE FIRE LANE. 5.ALL SIGNS SHALL BE SET AT AN ANGLED OF NOT LESS THAN 30 DEGREES AND NOT MORE THAN 45 DEGREES WITH THE LINE OF TRAFFIC FLOW. 6.SIGNS IN OPEN SPACE SHALL BE MOUNTED 5-FEET FROM THE FINISHED GROUND GRADE TO THE BOTTOM OF THE SIGN. 7.SIGNS IN SIDEWALK SHALL BE MOUNTED 6-FEET FROM THE FINISHED GROUND GRADE TO THE BOTTOM OF THE SIGN. 8.SIGNS POSTS IN OPEN SPACE SHALL BE DIRECT BURIED A MINIMUM OF 3-FEET. 9.FOR SIGN POSTS IN SIDEWALK: 3 1/2" DIAMETER CORE DILL SIDEWALK TO FULL DEPTH, DIRECT BURY 2.25" SQUARE ANCHOR POST 3-FEET MINIMUM. BACKFILL VOID WITH SAND TO WITHIN 1" OF FINISHED SURFACE, FILL FINAL 1" WITH GROUT. BOLTED PLATE INSTALLATIONS ARE NOT ALLOWED. FIRE LANE STRIPING NOTES: 1.FIRE LANES SHALL BE STRIPED IN RED ALONG THE ENTIRE LENGTH OF THE FIRE LANE AS CALLED OUT ON PLANS. 2.FIRE LANE STRIPING SHALL NOT BE STRIPED BETWEEN CROSSWALK STRIPES. 3.VERTICAL CURBS SHALL BE PAINTED RED ON THE TOP AND SIDE. 4.WHERE NO CURB EXISTS, A 6" WIDE STRIPE SHALL BE PAINTED. 5.THE WORDS "NO PARKING - FIRE LANE" SHALL BE STENCILED WITH 3" TALL WHITE LETTERS AND A MINIMUM 3/4" STROKE ON THE VERTICAL FACE OF CURBING. IF NO CURB. THE LETTERING SHALL BE PLACED ON THE RED STRIPE. STENCILING SHALL BE SPACED AT FIFTY FOOT INTERVALS ALONG THE ENTIRE FIRE LANE LENGTH. TRAFFIC SIGN NOTES: 1.THESE NOTES SHALL APPLY ONLY TO TRAFFIC & DIRECTIONAL SIGNS. FOR HANDICAP PARKING SIGNS SEE DETAIL PROVIDED ON SHEET C-501. FOR FIRE LANE SIGNS, SEE NOTES ON THIS SHEET. 2.ALL SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATED METAL POLE. SIGNS MAY ALSO BE MOUNTED ON LIGHT POLES. 3.POSTS IN OPEN SPACE SHALL BE DIRECT BURIED A MINIMUM OF 4 FEET. 4.POSTS IN PAVING SHALL BE INSTALLED IN SONOTUBE. 5.TRAFFIC SIGNS MOUNTED ON LIGHT POLES SHALL BE MOUNTED WITH A STAINLESS STEEL BAND. NO DRILLING IS ALLOWED. 6.SIGNS SHALL BE MOUNTED 5 FEET HIGH FROM THE FINISHED GROUND GRADE TO BOTTOM OF THE SIGN, UNLESS OTHERWISE NOTED. 7.ALL TRAFFIC SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR. 8.TRAFFIC SIGNS SHALL BE AS FOLLOWS: #1 STOP SIGN, MUTCD CODE R3-2, SIZE 30"x30" #2 DO NOT ENTER SIGN, MUTCD CODE R5-1, SIZE 24"x24" #3 ONE WAY SIGN POINTING LEFT, MUTCD CODE R6-1, SIZE 36"x12" #4 ONE WAY SIGN POINTING RIGHT, MUTCD CODE R6-1, SIZE 36"x12" #5 NO LEFT TURN, MUTCD CODE R3-1, SIZE 24"x24" #6 NO RIGHT TURN, MUTCD CODE R3-2, SIZE 24"x24" #7 MODIFIED MUTCD CODE D1-2 SIGN, WHITE LETTERS ON BLACK BACKGROUND TO READ "PARKING" WITH ARROW POINTING UP AND LEFT AND "DROP OFF" WITH ARROW POINTING UP AND RIGHT, SIZE 66"x24". CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W 8" S SAN SAN SAN SAN D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSANSANSANSANSANSANSANSAN SAN W8"W8" HY D GM WV WV G C C C C C C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT WV HY D W 6" W 6" W 6" W 6" X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12 13 14 15 15 9 10 9 8 15 15 14 11 8 8 8 H Y D W6"W6"W6"W6"W6" 12. 0 8 ' 11. 8 3 ' 28. 7 5 ' 10 . 1 1 ' 3.25' 51 . 6 7 ' 7.25' 18 . 0 0 ' 2.67' 43 . 6 7 ' 10.00' 26 . 6 7 ' 60.00' 21 . 0 0 ' 54.33'1.00'12.67' 33 . 0 0 ' 12.67'1.33' 1.67' 18 . 0 0 ' 1.67' 1.33'12.67' 28 . 1 7 ' 46.17' 20 . 1 7 ' 50.25' 4. 0 0 ' 36.75' 16 . 1 7 ' 62.67' 96 . 8 3 ' 21.50' 2.00'5.17' 13 . 8 3 ' 5.17' 67 . 3 3 ' 31.01' 8. 6 7 ' 115.98' 44 . 1 7 ' 7.34' 5. 3 3 ' 43.33' 9. 4 2 ' 10.17'0.25'74.15' 18. 8 1 ' 28.13' 7. 0 8 ' 193 PARKING STALLS TEMPORARY CONSTRUCTION FENCE, TYP TEMPORARY CONSTRUCTION FENCE, TYP TEMPORARY CONSTRUCTION FENCE, TYP R4.5 ' R4. 5 ' R5'R 5 ' R5'R2 5 ' R 5 ' R5' R 5 ' R 4 . 5 ' R4.5' R 3 ' R10' R 1 0 ' R3' R 3 ' R10' R 1 0 ' R3' R 5 ' R 3 ' R10' R3' R 1 0 ' R10' R 3 ' R3' R 1 0 ' R10' R 3 ' R5' R 3 ' R1 0 0 ' R1 2 0 ' R25 ' R2 5 ' R15 0 ' R1 3 0 ' R1 5 0 ' R17 0 ' R1 5 0 ' R5'R2 5 ' R 5 ' R5'R2 5 ' R 5 ' R5' R1 5 0 ' R 1 1 0 ' R10' R15 ' R 3 ' R5' R5 ' R3' R2 0 ' R10 0 ' R12 8 ' R140 ' R1 0 0 ' R1 1 0 ' R20' R50 ' R1 5 ' R 2 5 ' R 1 5 ' R15 ' R 2 0 0 ' R 2 2 0 ' R 2 0 0 ' R 2 2 0 ' R5 0 ' R6 0 ' R75' R9 9 ' R5' R 2 0 0 ' R 5 ' R1 0 0 ' R1 0 0 ' R3' R 2 0 0 ' R50' R60' 20' 24 ' 20 ' 28' 10' 24' 5' 8' 8' 5' 8' 8' 8' 8' 8' 5' 8.5' 8.5' 17 ' 7' 24' 28 ' 10 ' 28 ' 12 ' 10 ' 24 . 2 ' 2 0 ' 10' 24' 24' 24 ' 17 ' 7' 19 ' 19 ' 24 ' 19 ' 19 ' 24 ' 17 ' 9' 9' 9' 9' 24' 17' 24 ' 19' 19 ' 24 ' 19' 19 ' 24 ' 17' 7' 9' 9' 9' 9' 24' 10' 17 ' 9' 5. 4 2 ' 10 ' 10 ' 10' 10 ' 10' 10' 15 ' R 1 5 ' R5 0 ' 9.33' 24 ' R40' FIRE LANE SIGN FIRE LANE SIGN SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING SIGN #2 SIGN #2 ADA RAMP & LANDING, TYP SIGN #1 ABOVE SIGN #5 ADA RAMP & LANDING, TYP SIGN #1 ABOVE SIGN #6 SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING FIRE LANE SIGN FIRE LANE SIGN SIGN #1 ABOVE SIGN #6 SEE NOTES SHEET C-200 FOR FIRE LANE FIRE LANE SIGN SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING FIRE LANE SIGN FIRE LANE SIGNFIRE LANE SIGN STRUCTURAL STOOP AND STEPS W/ HANDRAILS (REF ARCH) 6" PCC WALK 6" PCC WALK 10 ' 24'15' 15 ' PAVEME N T T Y P E 2 PAVEMENT TYPE 2 PAVEMENT TYPE 1 PAVEMENT TYPE 1 PA V E M E N T T Y P E 1 PAVEMENT TYPE 2 PAVEMENT TYPE 2 PA V E M E N T T Y P E 2 PA V E M E N T T Y P E 1 PA V E M E N T T Y P E 1 PA V E M E N T T Y P E 1 PA V E M E N T T Y P E 1 PAVEMENT TYPE 1 PAVEMENT TYPE 1 PA V E M E N T T Y P E 2 6" PCC TURNED DOWN WALK (SEE DETAIL 6/C-601) 6" P C C T U R N E D D O W N W A L K (S E E D E T A I L 6 / C - 6 0 1 ) CURB & TURNED DOWN WALK TRANSITION (SEE DETAIL 5/C-601) PAVEMENT TYPE 2 PAVEMENT TYPE 3 PAVEMENT TYPE 2 PAVEMENT TRANSITION LINE, TYP PAVEMENT TRANSITION LINE, TYP 4" WIDE WHITE STRIPE 4" WIDE WHITE STRIPE 24" WIDE WHITE CROSSWALK BARS, TYP ADA RAMP & LANDING, TYP 6" P C C W A L K 6" P C C W A L K 6" P C C W A L K 6" PCC TURNED DOWN WALK (SEE DETAIL 6/C-601) 4" WIDE YELLOW PAINT STRIPES, TYP 4" WIDE YELLOW PAINT STRIPES, TYP ADA RAMP & LANDING, TYP ADA RAMP & LANDING, TYP 24" WIDE WHITE CROSSWALK BARS, TYP 6" P C C W A L K 6" P C C W A L K 6" P C C W A L K 6" PCC WALK 5" PCC WALK 6" PCC WALK STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) GREASE TRAP PAD (SEE DETAIL 13/C-601) BOLLARD W/ HC SIGN (SEE DETAIL 9/C-601) BOLLARD W/ HC SIGN (SEE DETAIL 9/C-601) BOLLARD W/ VAN ACCESSIBLE HC SIGN (SEE DETAIL 9/C-601)6" PCC BIKE RACK PAD (RACKS BY OWNER) 6" PCC TURNED DOWN WALK (SEE DETAIL 6/C-601) 6" P C C W A L K 5'x5' 5" PCC PAD FOR FLAGPOLE, TYP (REF ARCH) BOLLARD, TYP (REF ARCH) TEMPORARY CONSTRUCTION FENCE, TYP MONUMENT SIGN (REF ARCH) 35 ' 10' 6' R 1 7 6 ' 6" PCC WALK TR A S H EN C L O S U R E BENCH, TYP (SEE SPECS) R 5 ' R 1 3 8 . 5 ' R1 2 1 . 5 ' R1 7 8 . 5 ' 12' 10 ' 28 . 5 ' 10 . 5 ' 15' 20 ' 12 ' R30' 10' 10' 5' 5'5" PCC WALK 5" PCC WALK R1 0 0 ' R1 0 0 ' 6' I CV F/O F/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL G 4"G 4"G 4"G 4"G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G G W8" HY DWV SA N S W8" W8" W8" 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" W4" WV WVWV H Y DHYD SAN SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN D S S SS S WV WV H Y D ST 15 " W8" CO CO CO CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X CONCESSIONS BUILDING 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 2 L A Y O U T . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 2 7 P M GRAPHIC SCALE 030 15 30 60 C-201 LAYOUT PLAN CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S D DD D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSAN S SAN SAN SAN SAN SAN SAN SAN S SA N SA N W8" G G G G G G G G G G G G G G G G G G G G G G H Y D HY D W6" W V WV 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 15 14 14 6 15 10 7 11 W8" W8" W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING H Y D 8.3 3 ' 74. 0 0 ' 43. 6 7 ' 74. 0 0 ' 44. 0 8 ' 11. 8 0 ' 35. 2 5 ' 11. 8 0 ' 8.3 3 ' 74. 0 0 ' 43. 6 7 ' 74. 0 0 ' 44. 0 8 ' 11. 8 0 ' 35. 2 5 ' 11. 8 0 ' 8.3 3 ' 66. 6 7 ' 12. 0 8 ' 11. 8 3 ' 28. 7 5 ' 10 . 1 1 ' 3.25' 51 . 6 7 ' 7.25' 18 . 0 0 ' 2.67' 43 . 6 7 ' 10.00' 26 . 6 7 ' 60.00' 21 . 0 0 ' 74.15' 18. 8 1 ' 28.13' 7. 0 8 ' 14 0 . 9 2 ' 28. 6 7 ' 18. 6 7 ' 4.0 6 ' 51. 3 2 ' 4.0 6 ' 18. 6 7 ' 21. 3 3 ' 13 4 . 6 7 ' 34. 7 1 ' 6.7 5 ' 18. 8 3 ' 11. 0 8 ' 97. 4 6 ' 44. 0 8 ' 11. 8 0 ' 35. 2 5 ' 11. 8 0 ' 0.0 0 ' 28. 6 7 ' 32. 3 3 ' 9.1 0 ' 38. 3 3 ' 25. 9 7 ' 28. 6 7 ' 32. 3 3 ' 9.1 0 ' 38. 3 3 ' 25. 9 7 ' 28. 6 7 ' 32. 3 3 ' 9.1 0 ' 38. 3 3 ' 25. 9 7 ' 81 P A R K I N G S T A L L S R 3 ' R10' R 1 1 0 ' R10' R15 ' R 3 ' R5' R10 0 ' R12 8 ' R140 ' R 5 0 ' R 5 6 ' R12' R36' R45.5 ' R75' R87' R 4 . 5 ' R 5 ' R39' R15' R 5 ' R5' R70 ' R94 ' R 3 ' R10' R 1 0 ' R3' R5' R 5 ' R5' R5 0 ' R224' R18' R500' R535.5' R547.5' R25.5' R50' R60' 28' 10' 24' 5' 8' 8' 5' 8' 8' 8.5' 24' 5. 4 2 ' 17 ' 24 ' 19 ' 19' 24 ' 17 ' 18' 24' 9' 9' 9' 9' 9' 29 . 5 ' 12 ' 24' 29 . 5 ' 12' 35.5' 24.5' 18 . 5 ' 11 ' 18. 5 ' 12'12.5' 10' 10 ' 8' 10 ' 10 ' 10' 10 ' 10' 10' 15 ' 24 ' R40' 20' R25' R200' 5' 5' 11' R 2 5 ' R30' R15 ' R 1 5 ' 24' 24 ' 24 ' R15 ' R1 0 ' R 1 5 ' R13 'R 1 3 ' 9' 9' 9' 6' 9' 9' 17' 17 ' 12' SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING FIRE LANE SIGN FIRE LANE SIGN FIRE LANE SIGN FIRE LANE SIGN FIRE LANE SIGN SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING FIRE LANE SIGN FIRE LANE SIGN ATTACHED TO LIGHT POLE FIRE LANE SIGN SEE NOTES SHEET C-200 FOR FIRE LANE CURB STRIPING FIRE LANE SIGN STRUCTURAL STOOP AND 6" PCC WALK PA V E M E N T T Y P E 2 PA V E M E N T T Y P E 1 PA V E M E N T T Y P E 1 6" P C C T U R N E D D O W N W A L K (S E E D E T A I L 6 / C - 6 0 1 ) 6" P C C T U R N E D D O W N W A L K (S E E D E T A I L 6 / C - 6 0 1 ) 6" P C C T U R N E D D O W N W A L K (S E E D E T A I L 6 / C - 6 0 1 ) CURB & TURNED DOWN WALK TRANSITION (SEE DETAIL 5/C-601) CURB & TURNED DOWN WALK TRANSITION (SEE DETAIL 5/C-601) CURB & TURNED DOWN WALK TRANSITION (SEE DETAIL 5/C-601) PAVEMENT TYPE 2 PAVEMENT TYPE 2 PA V E M E N T T Y P E 2 PA V E M E N T T Y P E 1 P A V E M E N T T Y P E 1 PA V E M E N T T Y P E 2 PA V E M E N T T Y P E 1 PA V E M E N T T Y P E 2 PA V E M E N T T Y P E 2 PAVEMENT TRANSITION LINE, TYP PAVEMENT TRANSITION LINE, TYP 4" WIDE WHITE STRIPE 4" WIDE WHITE STRIPE 4" WIDE DOUBLE YELLOW STRIPES 4" WIDE WHITE STRIPE 4" WIDE WHITE STRIPE ADA RAMP & LANDING, TYP ADA RAMP & LANDING, TYP 24" WIDE WHITE CROSSWALK BARS, TYP 24" WIDE WHITE CROSSWALK BARS, TYP 6" P C C W A L K 6" P C C W A L K 6" P C C W A L K 6" PCC WALK 6" P C C W A L K 6" P C C W A L K 5" PCC WALK 6" PCC WALK 5" PCC WALK 5" PCC WALK STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) TREE WELL, TYP (SEE DETAIL 8/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) STRUCTURAL STOOP & SIDEWALK TRANSITION (SEE DETAIL 7/C-601) GREASE TRAP PAD (SEE DETAIL 13/C-601) GREASE TRAP PAD (SEE DETAIL 13/C-601) BOLLARD W/ VAN ACCESSIBLE HC SIGN (SEE DETAIL 9/C-601) BOLLARD W/ HC SIGN (SEE DETAIL 9/C-601) BOLLARD W/ HC SIGN (SEE DETAIL 9/C-601) BOLLARD W/ VAN ACCESSIBLE HC SIGN (SEE DETAIL 9/C-601)6" PCC BIKE RACK PAD (RACKS BY OWNER) 4" WIDE YELLOW PAINT STRIPES, TYP 5'x5' 5" PCC PAD FOR FLAGPOLE, TYP (REF ARCH) BOLLARD, TYP (REF ARCH) TEMPORARY CONSTRUCTION FENCE, TYP TEMPORARY CONSTRUCTION FENCE, TYP TEMPORARY CONSTRUCTION FENCE, TYP 24 ' 7' R 5 ' R5' R5' 6' 6' ADA RAMP & LANDING, TYP 130.83' 21 6 . 0 4 ' BENCH, TYP (SEE SPECS) BENCH, TYP (SEE SPECS) R 1 3 8 . 5 ' 12' 10 . 0 1 ' 6' 11' 15' 20 ' R30' R15 ' 10' 5' 10' 5'5" PCC WALK 12.5' 6" PCC WALK H Y D GV F/O F/O 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4" W8" W8" 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 X X X X 10'x38' DUGOUT 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 2 L A Y O U T . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 3 2 P M GRAPHIC SCALE 030 15 30 60 C-202 LAYOUT PLAN PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 S D DD D D D D D D S S S HY D GM WV WV H Y D HY D WV WV WV H Y D XX X X X X X X X X X X X X X X X X X X X X X X X X 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 BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING L-1 L-1 C C C L-1 BT-1 BT-1L-1 C C B EDED L-1 C C C L-1 BT-1 L-1 L-1 B C C C C B ED ED L-1 C C L- 1 CC L- 1 CC L-1 C C B ED ED C L-1 L-1 L-1 B C C C EXPANSION JOINT ALONG BUILDING, TYP EXPANSION JOINT ALONG BUILDING, TYP EXPANSION JOINT ALONG BUILDING, TYP EXPANSION JOINT ALONG BUILDING, TYP E E C E C C C C E E E EC E E E E E E C C E C C C C C C CC C C C C C L-1 L-1 C C C EXPANSION JOINT AROUND LIGHT POLE BASE, TYP C C C C C L-1 L-1 C C L-1 L-1 L-1 L-1 L-1 B B B B B B B B B B B B C C C C C C C C C C C C C C C C C C B ED ED L-1 C C L-1 C C L-1C C C C C C C C C C C C C C C C C C L-1 L-1 L-1 L-1 B B B B B B B B B B B B L- 1 CC L- 1 CC C C L-1 L-1 C C C L-1 L- 1C C B T - 1 L - 1 B E D E D C C C B ED L-1 L-1C C C L-1 L-1C C C B ED ED E C C ECC C C E C CE E C C C C E C C E C C C C C C L-1 L-1 C C C L - 1B T - 1 L - 1 C C C B ED ED EC C C C C C C C C C C C C C C C C C B ED ED L-1 C C L-1 C C L-1 C C BT-1 L-1 C C L-1 C C BT-1 L-1 C C BT-1 L-1 C C EDED B E D ED B L - 1 C C L- 1 CC L- 1 C L- 1 CC L- 1 C L- 1 C C L- 1 C B ED ED L- 1 C C L- 1 C BT - 1 L- 1 CC L- 1 CCBT - 1 L-1 BC L-1 L-1 L-1 B B B B B B C C C C C C C C C C C ED ED B L-1 C C L-1 B C C L-1 L-1 L-1C C C C C C B B L-1 L-1 C C C ED B ED ED B ED L-1 L-1 C C C L - 1 C L - 1 CC E CC E E C C E E E C E C C C C C C C C E C E C E C C C E E C C C C C C E C C C C C C C C C C STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601)STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601)STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601)STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) STOOP TRANSITION, TYP (SEE DETAIL 7/C-601) E E C C ECC CCE H Y D H Y D GV F/O F/O I CV F/O F/O EX. CONCRETE SIDEWALK 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) NW S T R A T F O R D D R (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 ) G 4"G 4"G 4"G 4" G4" G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" G G H Y D H Y D H Y D HY DWV H Y D WV CO CODDD DD S WV WV W V WV H Y DHYD D D D D S S SS S D WV WV HY D H Y D WVWVWVHYD WV 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 X X X X X X X X X X X X 30 20 10 X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X CONCESSIONS BUILDING 10'x30' DUGOUT 10 ' x 4 6 ' D U G O U T 10'x38' DUGOUT PRESS BOX 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 2 L A Y O U T . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 3 8 P M GRAPHIC SCALE 040 20 40 80 C-203 JOINTING PLAN CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W8" W 8" W 8" W 8" W 8" W 8" S SAN SAN D DD D D D D D D W 8" SSANSANSANSANSAN S SAN SAN SAN SAN S SA N W8"H Y D GM WV WV G G G G G G G G G G C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT H Y D H Y D WV W V WV H Y D W 6" W 6" XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W 8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING 1 0 2 0 1 0 1 9 1 0 2 1 1 0 2 2 102 0 10 2 0 1016 1 0 1 6 101 7 1 0 1 7 101 7 1 0 1 8 101 81018 10 1 9 1020 1 0 1 8 10 1 9 101 9 1019 10 1 7 101 8 101 8 1 0 1 7 1 0 1 8 1 0 1 9 1019 1 0 2 1 1020 1020 1019 10 2 0 10 1 9 102 1 102 1 102 0 10 1 8 101 9 1 0 2 0 1 0 1 9 1021 1022 1023 1023 1020 1021 1022 1023 1021 1020 1019 1021 1020 1019 1021 1022 10 2 0 10 2 1 10 2 1 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 102 01 0 2 1 10 2 1 1 0 2 1 1 0 1 9 102 0 1 0 2 0 10 2 1 10 2 2 10 2 3 1020 10 2 1 10 2 1 10 2 2 102 2 102 0 101 9 102 1 10 2 0 10 1 9 1020 1021 1 0 2 1 1021 1021 1 0 2 0 1020 102 0 10 2 0 10 1 9 1 0 2 0 1 0 1 8 1 0 1 9 1 0 1 8 1018 101 9 1019 1 0 1 8 102 0 1019 10 2 0 10 2 1 1021 1021 1022 1020 1018 101 9 1010 1015 1011101210131014 101610171018 1019 1015 1020 1011101210131014 10161017 1018 1019 1021 1015 10131014 1016 10151014 101610171018 101510161017 1017 1018 1019 1017 1018 1019 1020 1 0 2 0 1 0 2 1 10 2 0 1 0 1 9 1019 10 2 1 10 1 0 1015 1020 10131014 1016101710181019 10 2 1 10171018 HY D W6"W6"W6" 1 0 1 8 1 0 1 8 10 0 2 1010 1013 H Y D GV F/OF/O I CV F/OF/O EX. CONCRETE SIDEWALK 10 2 5 10 3 5 1 0 1 7 10 3 5 1050 103910 3 0 10 2 5 10 2 0 10 2 2 10 2 0 10 2 5 10 3 0 10 4 0 1 0 4 5 10 4 5 10 4 0 10 3 5 1 0 3 0 1 0 2 5 1 0 2 0 15' PUE BK 2022 PG 22407 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 EX SANITARY SEWER EASEMENT BOOK 2020 PG 36611 EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4" G 4" G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" G W8" WV W8" HY DWV COST6"ST 6"ST 6"ST 6" CO SA N W W W DDD DD S W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W 8" W 8" W6" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W4" W W W W W W W W W W W W W HY D HY D WV WV WV W V WV H Y DHYD SAN SAN SA N SA N SA N SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN D D D D D D D D D D D S S SS S D D WV WV H Y D WVWVWVHYD WVWV ST 30"ST 30"ST 30" W12"W W W8" CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X 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 10 20 30 40 50 40 30 20 10 10 20 30 40 50 40 30 20 10 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 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 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 CONCESSIONS BUILDING 10'x30' DUGOUT 10 ' x 3 8 ' D U G O U T 10 ' x 4 6 ' D U G O U T 10'x38' DUGOUT PRESS BOX 10 3 0 10 3 5 1015 1012 1013 101 4 1016 1017 101 8 1019 10 1 9 10 2 0 10 1 9 10 2 1 10221020 1018 1019 1021 1022 10 2 3 1020 1020 1019 1019 1021 1021 102 1 1 0 1 5 1 0 2 0 1 0 1 4 1 0 1 6 10 1 7 10 1 8 1019 10 2 1 1022 1 0 2 0 1 0 1 8 1 0 1 9 1 0 2 1 1 0 1 5 10 1 3 1 0 1 4 101 6 1 0 1 7 10 1 8 1 0 1 9 101 9 102 0 102 0 10 1 7 10 1 8 10 1 9 102 1 10 2 1 102 2 1022 10 2 0 1020 101 7 10 1 8 10 1 9 10 2 1 1 0 2 1 10 2 2 1 0 2 2 1016 1017 101 8 1015 101 6 10 1 7 1015 10 1 6 101 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 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 F/O F/O 10 1 5 1013 10 1 4 10 1 6 10 1 7 10 1 8 102 010201021 10211021 1022 1022 10 2 0 10 1 7 1 0 1 8 1 0 1 9 1 0 2 1 1020 101 8 1018 1019 101 9 10 2 0 1018 10 1 9 1 0 2 0 1 0 2 1 1 0 1 8 10 1 8 101 9 1019 1020 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET 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 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 3 G R A D I N G . D W G 12 / 5 / 2 0 2 2 3 : 2 7 : 5 2 P M GRAPHIC SCALE 040 20 40 80 C-300 GRADING PLAN DETENTION BASIN #5 BOTTOM ELEVATION = 1004.40 100-YR ELEVATION = 1012.80 OVERTOPPING ELEVATION = 1012.90 DETENTION BASIN #3 NORMAL POOL = 1012.53 100-YR ELEVATION = 1014.49 OVERTOPPING ELEVATION = 1018.50 CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W 8" S SAN SAN SAN SAN D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSANSANSANSANSANSANSANSAN SAN W8"W8" HY D GM WV WV G C C C C C C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT WV HY D W 6" W 6" W 6" W 6" X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 50' W I D E O V E R T O P P I N G TAPER OUT CURB HEIGHT TAPER OUT CURB HEIGHT NO CURB NO CURB NON-ADA COMPLIANT PATH 100-YR PONDING ELEV = 1017.83 100-YR PONDING ELEV = 1018.50 100-YR PONDING ELEV = 1019.65 100-YR PONDING ELEV = 1018.00 100-YR PONDING ELEV = 1017.76 100-YR PONDING ELEV = 1018.49 100-YR PONDING ELEV = 1019.21 100-YR PONDING ELEV = 1018.71 100-YR PONDING ELEV = 1017.12 100-YR PONDING ELEV = 1020.55 100-YR PONDING ELEV = 1020.56 100-YR PONDING ELEV = 1020.09 100-YR PONDING ELEV = 1015.49 DETENTION BASIN #3 NORMAL POOL = 1012.53 100-YR ELEVATION = 1015.49 OVERTOPPING ELEVATION = 1018.50 1020 10 1 8 10 1 9 101 9 1019 10 2 1 102 0 1 0 2 1 10 2 1 1 0 2 1 1 0 1 9 102 0 1 0 2 0 10 2 1 10 2 2 10 2 3 1020 10 2 1 10 2 1 10 2 2 102 2 102 0 101 9 102 1 10 2 0 10 1 9 1020 1021 1 0 2 1 1021 1021 1 0 2 0 1020 102 0 10 2 0 10 1 9 1 0 2 0 1 0 1 8 1 0 1 9 1 0 1 8 1018 101 9 1019 1 0 1 8 102 0 1019 10 2 0 10 2 1 1021 1021 1022 1020 1018 101 9 1010 1015 10111012 1013 1014 1016 1017 1018 1019 1015 1020 1011 1012 1013 1014 1016 1017 1018 1019 1021 1017 1018 1019 1017 1018 1019 1020 1019 10 1 0 1015 1020 1013 1014 1016 1017 1018 1019 10 2 1 10171018 ADJUST RIM TO PROPOSED GRADE NORMAL POOL ELEV = 1012.53 100-YR PONDING ELEV = 1018.79 1018.46T/C EX 1017.96G EX H Y D W6"W6"W6"W6"W6" 1.5 % 1.0 % 1. 5 % 1. 2 % 1.0 % 1.0 % 1.0 % 1. 2 % 1.5% 1. 0 % 1. 0 % 1.5% 1.2 % 0.0% 0.3 % 0.4 % 0.3 % 0.4 % 1.5 % 1.5 % 1. 5 % 1.0% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.5% 0.9% 1. 5 % 1.5% 0.5% 1. 5 % 1. 5 % 1. 5 % 0.5% 1. 5 % 1. 5 % 1.4% 1. 5 % 1. 5 % 1.5% 0. 0 % 1. 0 % 1.5% 1.5% 1.5% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 0.0% 0.0% 1. 5 % 0.0% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.0% 1.0% 1.0% 0.8 % 1.0 % 0.7 % 0.8 % 0.7 % 0.8 % 1.0 % 1.0%1.0 % 0.7 % 0.7 % 1.5 % 0.0 % 1.5% 1.5% 1.5% 1.5%0. 0 % 1.5% 1. 5 % 0.6% 1. 5 % 1. 5 % 1.5% 1.5% 1.5% 1.5%1. 0 % 1.5% 1.5% 1.5% 1.5% 1.5% 1.5 % 1.0 % 1.5 % 1.0 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.0 % 1.0 % 0.8 % 1.0 % 1.0 % 0. 8 % 2.0 % 2.0 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1. 5 % 1. 5 % 1. 5 % 1. 0 % 1.0% 1.0% 1.0% 0.6% 1. 0 % 1. 2 % 1.1% 0.6% 0.6%1.0% 0. 0 % 1.5% 0. 0 % 1. 5 % 0.0% 0. 8 % 0.9%0.5% 1. 5 % 1. 5 % 4. 8 % 4. 3 % 2. 8 % 1. 0 % 1. 5 % 1. 5 % 1.0% 1. 0 % 1.5% 1. 0 % 1.5%5.2% 4.8% 1. 0 % 1. 0 % 5.4% 1. 0 % 5.9% 1. 0 % 1.5% 1.5% 1. 0 % 1.5% 0. 0 % 1.5% 1.2% 1.0% 1.5% 1. 5 % 1.0% 5. 9 % 5. 9 % 1.0% 5. 9 % 5. 9 % 1.0 % 1.0% 1. 5 % 1.0% 1. 5 % 1.1% 3. 9 % 3. 9 % 1. 5 % 1. 5 % 0.0% 3. 9 % 3. 9 % 1. 5 % 1. 5 % 0.0% 1. 0 % 1. 5 % 0.0% 1. 5 % 0.1% 1. 5 % 1. 5 % 0.0% 6.1% 6.1% 3. 9 % 3. 9 % 1.0% 1.7% 1. 5 % 1. 5 % 1.0%4. 6 % 5. 0 % 1.5% 5. 9 % 5. 9 % 1.0% 1. 5 % 1.0% 1. 5 % 1.5% 1. 3 % 1.5% 0.8 % 1.2 % 1.1 % 0.8 % 0.7 % 1.0 % 0.8 % 0.8 % 0.9 % 0.7 % 1.2 % 0.8 % 1.5 % 0.7 % 0.7 % 0.8% 0.4 % 1. 2 % 1.5% 1.0 % 1.0 % 6.3 % 6.2 % 1.0 % 2.0% 2.1% 3.8% 2 . 0 % 1.0 % 2.0 % 2.0 % 2.0% 1.9% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 1. 5 % 1. 5 % 1. 5 % 1.5 % 1. 5 % 1. 5 % 1. 5 % 1 0 1 8 1 0 1 8 2.5% 4.1 % 3.6% 3 . 2 % 3.0% 2 . 5 % 2.4% 3.8 % 2.3% 3. 5 % 2.6% 3.4 % 4. 1 % 10. 8 % 4. 3 % 17 . 2 % 3.9% 6.3% 2.3 % 4.0% 4.1 % 2.4% 4: 1 4: 1 5: 1 6 : 1 7:1 6:1 1. 0 % 1.0 % 1.0% 1.0% 1.0% 1.2 % 1 . 3 % 1. 5 % 1.1 % 1.3% 1 . 4 % 2.2 % 2.4 % 2.3% 2.2 % 3. 6 % 1. 0 % 8. 3 % 2.2 % 5. 8 % 4 . 1 % 3.7% 7 . 6 % 4:1 3:1 3: 1 2.2 % OVERTOPPING 1018.50T/C 1018.00G 1018.03T/C 1017.53G 1018.50T/C 1018.00G 1018.00T/C 1017.50G 1019.75T/C 1019.25G 1019.50T/C 1019.00G 1019.50T/C 1019.00G OVERTOPPING 1018.75T/C 1018.25G 1017.96T/C 1017.46G 1017.10T/C 1016.60G 1019.47T/C 1018.97G 1017.56T/C 1017.06G 1020.86E/W 1021.01E/W1020.12E/W 1019.97E/W 1018.88E/W 1019.02E/W 1021.21E/W 1021.38E/W 1021.28E/W 1021.40 1021.39 1021.48 1021.66E/W 1021.80E/W 1021.92 1022.00 1022.00 1021.92 1021.95 1022.00 1021.87 1022.00 1021.87 1021.56 1021.46 1021.53 1021.64 1021.72 1021.60 1021.73 1021.80 1022.00 1022.00 1022.00 1022.00 1021.92 1021.92 1021.66 1020.67E/W 1022.00 1021.60 1021.50 1021.50 1021.50 1021.95 1019.04E/W 1019.14E/W 1018.03E/W 1018.11E/W 1018.21E/W 1018.13E/W 1021.92E/W 1021.92E/W 1021.87E/W 1022.001022.00 1019.93T/C 1019.43G 1018.03T/C 1017.53G 1018.13T/C 1017.63G 1017.67T/C 1017.17G 1017.57T/C 1017.07G 1017.40E/W 1017.50E/W 1017.43E/W 1017.33E/W 1016.73E/W 1016.88E/W 1019.11T/C 1018.61G 1019.21T/C 1018.71G 1019.63T/C 1019.13G 1018.88T/C 1018.38G 1019.08T/C 1018.58G 1019.26 1019.43 1019.30 1019.31 1019.33 1019.33 1019.82T/C 1019.32G1019.72T/C 1019.22G 1019.76T/C 1019.26G 1021.50 1021.50 1021.991021.991021.50 1021.50 1021.93T/S 1019.97B/S 1019.93B/S 1021.92T/S 1019.64T/C 1019.14G 1020.25T/C 1019.75G 1020.55T/C 1020.05G 1020.89T/C 1020.39G 1021.34T/C 1020.84G 1021.34T/C 1020.84G 1022.00 1022.00 1021.87E/W 1022.001021.34E/W 1021.49 1021.50E/W 1022.001022.001022.00 1021.92E/W1021.92E/W 1021.49E/W1021.49E/W 1021.92E/W 1022.001022.00 1021.49E/W 1021.92E/W 1021.34T/C 1020.84G 1021.34T/C 1020.84G 1020.89T/C 1020.39G 1020.55T/C 1020.05G1020.62T/C 1020.12G 1020.16T/C 1019.66G 1020.52T/C 1020.02G 1020.98T/C 1020.48G 1021.21E/W 1021.36E/W 1020.61T/C 1020.11G 1020.51T/C 1020.01G 1020.15T/C 1019.65G 1020.05T/C 1019.55G 1020.61E/W 1020.51E/W 1020.73E/W 1020.63E/W 1020.88E/W OVERTOPPING 1020.78E/W 1020.15E/W 1020.22E/W 1020.05E/W 1020.12E/W 1019.36E/W 1019.47E/W 1019.96T/C 1019.46G 1020.14T/C 1019.64G 1019.68T/C 1019.18G 1020.89E/W 1020.74E/W 1021.75 1020.00 1021.50 1021.501021.27E/W 1021.42E/W 1021.12E/W 1021.27E/W 1022.001021.92 1021.92 1022.00 1021.50 1021.60 1021.50 1020.74T/C 1020.24G OVERTOPPING 1020.04T/C 1019.54G 1022.001022.00 1021.93E/W1021.93E/W 1021.88E/W 1021.79E/W 1022.001022.00 1021.93E/W1021.93E/W 1021.68E/W 1021.71E/W 1021.67E/W 1021.37E/W 1021.30E/W 1021.50 1021.39E/W 1021.96 1022.00 1022.00 1021.92 1021.50 1022.00 1022.00 1020.50 OVERTOPPING 1021.10E/W 1021.29E/W 1021.24E/W 1021.50E/W 1020.50 1021.50 1020.01E/W 1019.86E/W 1020.58E/W 1019.86E/W 1019.76E/W 1019.68E/W 1019.78E/W1019.78T/C 1019.28G 1019.68T/C 1019.18G OVERTOPPING 1019.32T/C 1018.82G 1019.22T/C 1018.72G 1020.40T/C 1019.90G1020.13T/C 1019.63G1019.84T/C 1019.34G 1019.03T/C 1018.53G 1018.65T/C 1018.15G 1018.88T/C 1018.38G 1019.40E/W 1019.32E/W 1019.22E/W 1019.30E/W 1020.14E/W 1020.04E/W 1021.79E/W 1021.89E/W 1022.73E/W 1022.83E/W 1022.24E/W 1022.34E/W 1022.04E/W 1020.52E/W 1024.08 1022.57 1019.42T/C 1018.92G 1019.80T/C 1019.30G 1021.26T/C 1020.76G 1021.64T/C 1021.14G 1020.72T/C 1020.22G 1020.44T/C 1019.94G 1021.26 1021.61T/C 1021.11G 1021.70T/C 1021.20G 1021.15T/C 1020.65G 1021.53T/C 1021.03G 1021.50T/C 1021.00G 1021.49T/C 1020.99G 1020.94T/C 1020.44G 1020.72T/C 1020.22G 1020.16 1021.19T/C 1020.69G 1021.13T/C 1020.63G 1020.92T/C 1020.42G 1021.06T/C 1020.56G 1021.11T/C 1020.61G 1021.32T/C 1020.82G 1020.37T/C 1019.87G 1020.77T/C 1020.27G 1020.29T/C 1019.79G 1020.21T/C 1019.71G 1019.84T/C 1019.34G 1021.79 1021.68E/W 1021.92 1022.00 1022.00 1021.92 1021.67E/W 1021.52E/W 1021.30E/W 1021.10E/W1021.32E/W 1021.07E/W 1021.51E/W OVERTOPPING 1021.28E/W 1021.10G 1020.89G 1020.34G 1020.55G 1020.64T/C 1020.14G 1021.19T/C 1020.69G 1021.37E/W 1021.50 1020.42E/W 1021.13E/W 1021.94E/W 1019.70T/C 1019.20G 1020.25T/C 1019.75G 1020.05T/C 1019.55G 1020.43T/C 1019.93G 1020.49T/C 1019.99G 1020.68T/C 1020.18G 1020.14T/C 1019.64G 1020.22T/C 1019.72G 1019.99T/C 1019.49G 1019.86T/C 1019.36G 1019.44 1020.69T/C 1020.19G 1020.23T/C 1019.73G 1020.76T/C 1020.26G OVERTOPPING 1020.79T/C 1020.29G 1020.71T/C 1020.21G 1020.61E/W 1020.90E/W 1020.51G 1020.34 1020.54 1020.76 1020.68 1020.57 1020.47 1020.79G 1021.01G 1020.93G 1020.83G 1020.64G 1020.93E/W 1021.12 1021.04 1020.74E/W 1020.89T/C 1020.39G 1020.82T/C 1020.32G 1020.36T/C 1019.86G 1019.85T/C 1019.35G 1019.46T/C 1018.96G 1019.43T/C 1018.93G1019.20T/C 1018.70G 1019.68T/C 1019.18G 1019.57T/C 1019.07G 1019.73T/C 1019.23G 1019.87T/C 1019.37G 1020.26T/C 1019.76G 1020.05T/C 1019.55G 1020.46T/C 1019.96G 1020.95T/C 1020.45G 1021.13T/C 1020.63G 1021.02T/C 1020.52G 1019.97E/W 1020.56E/W1020.36E/W 1021.23E/W 1021.33E/W 1021.13E/W 1020.60T/C 1020.10G 1020.40T/C 1019.90G 1020.60T/C 1020.10G 1020.60T/C 1020.10G 1020.68T/C 1020.18G 1020.71E/W1020.71E/W1020.71E/W 1020.79E/W 1020.68T/C 1020.18G 1020.79E/W 1019.05T/C 1018.55G 1019.22T/C 1018.72G 1019.31T/C 1018.81G 1019.40T/C 1018.90G 1019.31T/C 1018.81G 1019.20T/C 1018.70G 1018.04T/C 1017.54G 1018.12T/C 1017.62G 1018.18T/C 1017.68G OVERTOPPING 1018.50T/C 1018.00G 1018.96T/C 1018.46G 1018.83T/C 1018.33G 1018.60T/C 1018.10G 1018.48T/C 1017.98G 1018.49T/C 1017.99G 1018.93T/C 1018.43G 1018.81T/C 1018.31G 1018.78T/C 1018.28G 1019.22T/C 1018.72G 1019.10T/C 1018.60G 1019.11T/C 1018.61G 1019.55T/C 1019.05G 1019.43T/C 1018.93G 1019.40T/C 1018.90G 1019.82T/C 1019.32G 1019.43T/C 1018.93G 1019.72T/C 1019.22G 1019.81T/C 1019.31G 1019.88T/C 1019.38G 1020.02T/C 1019.52G 1020.08T/C 1019.58G1019.99T/C 1019.49G 1019.91T/C 1019.41G 1019.68T/C 1019.18G 1019.64T/C 1019.14G 1019.54T/C 1019.04G 1019.56T/C 1019.06G 1020.21T/C 1019.71G 1020.50T/C 1020.00G 1020.59T/C 1020.09G 1020.78T/C 1020.28G 1020.68T/C 1020.18G 1020.61T/C 1020.11G 1020.52T/C 1020.02G 1020.37T/C 1019.87G 1020.32T/C 1019.82G 1020.25T/C 1019.75G 1019.27T/C 1018.77G 1019.23T/C 1018.73G 1019.17T/C 1018.67G 1019.58T/C 1019.08G 1019.51T/C 1019.01G 1019.57T/C 1019.07G 1019.49T/C 1018.99G 1019.39T/C 1018.89G 1019.32T/C 1018.82G 1019.30T/C 1018.80G 1020.03T/C 1019.53G 1020.09T/C 1019.59G 1019.98T/C 1019.48G 1019.85T/C 1019.35G 1019.74T/C 1019.24G 1019.75T/C 1019.25G 1017.81T/C 1017.31G 1018.21T/C 1017.71G 1018.84T/C 1018.34G 1018.97T/C 1018.47G OVERTOPPING 1020.20T/C 1019.70G 1019.69T/C 1019.19G 1020.24T/C 1019.74G 1020.75T/C 1020.25G 1019.52T/C 1019.02G 1019.39T/C 1018.89G 1018.76T/C 1018.26G OVERTOPPING 1018.30T/C 1017.80G 1018.51T/C 1018.01G 1019.14T/C 1018.64G 1018.60T/C 1018.10G 1019.91T/C 1019.41G 1019.36T/C 1018.86G 1018.62 1022.58 1017.00 OVERTOPPING 1018.50 1019.13T/C 1018.63G 1019.67T/C 1019.17G 1019.51T/C 1019.01G 1017.94T/C 1017.44G 1018.32T/C 1017.82G 1018.38T/C 1017.88G 1018.61T/C 1018.11G 1018.73T/C 1018.23G 1018.36T/C 1017.86G 1017.75T/C 1017.25G 1017.68 1018.87T/C 1018.37G 1019.29T/C 1018.79G 1020.26T/C 1019.76G1020.58T/C 1020.08G 1020.45T/C 1019.95G 1020.91T/C 1020.41G 1012.53 1021.91E/W1021.91E/W 1021.92 1021.92 1021.96 1018.50 1018.50 1021.48 1020.96 OVERTOPPING 1018.75 1020.04T/C 1019.54G OVERTOPPING 1019.72T/C 1019.22G 1018.35E/W 1018.40E/W 1016.57E/W 1016.64E/W 1017.43E/W 1017.36E/W 1017.06E/W 1016.98E/W 1017.92E/W 1017.85E/W 1018.83E/W 1018.76E/W 1018.20E/W 1020.26 1021.19 1019.46T/C 1018.96G 1019.00T/C 1018.50G 1019.18E/W 1019.06E/W 3: 1 4:1 1012.53 1009.531009.53 1009.53 1009.53 1014.53 1014.53 10 0 2 1010 1013 I CV F/O F/O EX. CONCRETE SIDEWALK 10 2 5 10 3 5 1 0 1 7 10 3 5 1050 103910 3 0 10 2 5 10 2 0 10 2 0 10 2 5 10 3 0 10 4 0 1 0 4 5 10 4 5 10 4 0 10 3 5 1 0 3 0 15' PUE BK 2022 PG 22407 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL G 4"G 4"G 4"G 4"G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G G W8" HY DWV SA N S W8" W8" W8" 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" W4" WV WVWV H Y DHYD SA N SA N SA N SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN D S S SS S WV WV H Y D ST 15 " W8" CO CO CO CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X CONCESSIONS BUILDING 10 3 010 3 5 1018 1019 1020 1020 1019 1019 1021 1021 102 1 1 0 1 5 1 0 2 0 1 0 1 4 1 0 1 6 10 1 7 10 1 8 1019 10 2 1 1022 1 0 1 7 10 1 8 1 0 1 9 101 9 102 0 102 0 10 1 7 10 1 8 10 1 9 102 1 10 2 1 102 2 1022 10 2 0 102 0 101 7 10 1 8 10 1 9 10 2 1 1 0 2 1 10 2 2 1 0 2 2 1016 1017 101 8 1015 101 6 10 1 7 10 1 6 101 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 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 F/O F/O F/O 10 1 5 1013 10 1 4 10 1 6 10 1 7 10 1 8 102 010201021 10 2 0 1 0 1 8 1 0 1 9 1 0 2 1 1020 101 8 1018 1019 101 9 10 2 0 1018 10 1 9 1 0 2 0 1 0 2 1 10 1 8 101 9 1019 1020 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 3 G R A D I N G . D W G 12 / 5 / 2 0 2 2 3 : 2 8 : 0 0 P M GRAPHIC SCALE 030 15 30 60 C-301 GRADING PLAN CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S D DD D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSAN S SAN SAN SAN SAN SAN SAN SAN S SA N SA N W8" G G G G G G G G G G G G G G G G G G G G G G H Y D HY D W6" W V WV 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 W8" W8" W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING TAPER OUT CURB HEIGHT TAPER OUT CURB HEIGHT NO CURB NO CURB NON-ADA COMPLIANT PATH 100-YR PONDING ELEV = 1019.43 100-YR PONDING ELEV = 1015.41 100-YR PONDING ELEV = 1017.07 100-YR PONDING ELEV = 1017.10 100-YR PONDING ELEV = 1019.08 100-YR PONDING ELEV = 1019.15 100-YR PONDING ELEV = 1019.36 100-YR PONDING ELEV = 1019.64 100-YR PONDING ELEV = 1020.55 100-YR PONDING ELEV = 1012.59 100-YR PONDING ELEV = 1012.45 100-YR PONDING ELEV = 1013.56 100-YR PONDING ELEV = 1020.07 100-YR PONDING ELEV = 1020.07 100-YR PONDING ELEV = 1020.78 100-YR PONDING ELEV = 1020.63 100-YR PONDING ELEV = 1017.73 100-YR PONDING ELEV = 1019.24 100-YR PONDING ELEV = 1018.60 100-YR PONDING ELEV = 1014.37 1 0 2 0 1 0 1 9 1 0 2 1 1 0 2 2 102 0 10 2 0 1016 1 0 1 6101 7 10 1 7 101 7 1 0 1 8 101 81018 10 1 9 10 1 8 10 1 7 101 8 101 8 1 0 1 7 10 1 8 1 0 1 9 1019 1 0 2 1 1020 1020 1019 10 2 0 10 1 9 102 1 102 1 102 0 10 1 8 101 9 1 0 2 0 1 0 1 9 1021 1022 1023 1023 1020 1021 1022 1023 1021 1020 1019 1021 1020 1019 1021 1022 10 2 0 10 2 1 10 2 1 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 1021 1 0 2 0 1020 102 0 10 2 0 1019 1021 1022 1015 10131014 1016 1015 1014 10161017 1018 1015 1016 1017 1017 1018 1 0 2 0 1 0 2 1 10 2 0 1 0 1 9 10 2 1 10 2 1 H Y D 1.5 % 1.0 % 1. 5 % 1. 2 % 1.0 % 1.0 % 1.0 % 1. 2 % 1.5% 1. 0 % 1. 0 % 1.5% 1.2 % 0.0% 0.3 % 0.4 % 0.3 % 0.4 % 1.5 % 1.5 % 1. 5 % 1. 5 % 1.0% 1.0% 1.0% 1.0 % 0.7 % 0.8 % 1.0 % 1.0 % 1.0 % 1.0 % 0.7 % 0.8 % 0.7 % 0.8 % 1.0 % 1.0%1.0 % 0.7 % 0.7 % 1.5 % 0.0 % 1.5% 1.5% 1.5% 1.5%0. 0 % 1.5% 1.0 % 0.7 % 1.0 % 0 . 7 % 1.5% 1.5% 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5% 1.5% 1.5% 0. 9 % 1.5% 1.5% 1.5% 1.5% 1 . 4 % 1. 5 % 0.6% 1. 5 % 1.5% 1.5% 1.5% 1.5%1. 0 % 1. 0 % 1.0 % 0.0 % 1.5% 1.5% 1.5% 1.5% 1.5% 1.5 % 1.0 % 1.5 % 1.0 % 1.5 % 1.5 % 1.5 % 1.5 % 1.0 % 1.0 % 0.8 % 1.2% 1.0 % 1.0 % 1.0 % 1.5 % 1.5 % 1.5 % 1.5 % 2.0 % 2.0 % 2.0 % 2.0 % 1.5 % 0.5 % 0.8 % 0.0 % 1. 2 % 0.6% 1. 0 % 1.5 % 1.5 % 1. 2 % 1. 1 % 1. 5 % 0.0% 6.1% 6.1% 3. 9 % 3. 9 % 1.0% 1.7% 1. 5 % 1. 5 % 1.0%4. 6 % 5. 0 % 1.5% 5. 9 % 5. 9 % 1.0% 1. 5 % 1.0% 1. 5 % 1.5% 1. 3 % 1.5% 0.8 % 1.2 % 1.1 % 0.8 % 0.7 % 1.0 % 0.8 % 0.8 % 0.9 % 0.7 % 1.2 % 0.8 % 1.5 % 1.5 % 0.7 % 0.7 % 0.7 % 0.7 % 0.7 % 0.7 % 0.7 % 0.0 % 1.0 % 1.6 % 0.7 % 0.7 % 0.8% 1.5% 0. 9 % 0.4 % 6.2 % 6.2 % 4.6 % 1.0 % 1.5 % 1.0 % 1.5 % 1.0 %6.2 % 6.2 % 1.0 % 1.0 % 1.5 % 1.5 % 1.5 % 1.0 % 1.0 % 1.0 % 1.0 % 1.0 % 1.5 % 1.5 % 6.3 % 6.3 % 1.0 %1.5 % 1.0 %1.5 % 1.0 % 1.5 % 1.5 % 1.5 % 1.5 % 0.0 % 1.0 % 1.5 % 1.5 %1.0 % 6.2 % 6.3 % 0. 9 % 1.3 % 1.0% 0. 3 % 1. 5 % 1.5% 2.2% 2.0% 2.0 % 2 . 0 % 2.0%2.6%2.1%2.1% 2.1%2.1% 2. 2 % 2. 0 % 2. 0 % 2 . 5 % 2.7 % 2.0 % 2.0 % 2.6 % 2.1 % 1.0 % 2.0 % 2.0 % 2. 0 % 2. 0 % 2.0 % 2.0 % 1.0 % 1.0 % 1.5% 1.5% 1. 5 % 1. 5 % 3. 6 % 3.8 % 2.8% 7.8% 4.9% 8.7 % 7.0 % 6.8 % 3.8 % 5.4% 8. 7 % 3.2% 28 . 9 % 2. 9 % 2.2 % 3. 0 % 2 . 6 % 2 . 4 % 2.9% 2 . 0 % 10. 8 % 2 . 0 % 2.0 % 2 . 0 % 3.5% 2.0% 3. 4 % 2.7 % 3 . 5 % 3. 1 % 2. 3 % 2. 2 % 2.4% 3.6 % 1.0% 1.0 % 1.0 % 1.0 % 3 . 2 % 1.0% 2 . 6 % 1.8 % 2.1% 2.9 % 3.1 % 2. 2 % 1.7% 3 . 1 % 4.1% 4.6% 2.2 % 4 . 1 % 3.7% 1019.50T/C 1019.00G 1017.10T/C 1016.60G 1018.58T/C 1018.08G OVERTOPPING 1015.50T/C 1015.00G 1017.00T/C 1016.50G 1019.64T/C 1019.14G 1019.34T/C 1018.84G 1017.93T/C 1017.43G 1018.41T/C 1017.91G 1018.89T/C 1018.39G 1018.15T/C 1017.65G 1017.80T/C 1017.30G 1015.96T/C 1015.46G 1016.75T/C 1016.25G 1017.53T/C 1017.03G 1017.85T/C 1017.35G OVERTOPPING 1018.18T/C 1017.68G 1018.05T/C 1017.55G 1017.88T/C 1017.38G 1017.07T/C 1016.57G 1016.29T/C 1015.79G 1017.34T/C 1016.84G 1017.69T/C 1017.19G 1018.99T/C 1018.49G 1019.45T/C 1018.95G 1019.38T/C 1018.88G 1019.31T/C 1018.81G 1019.04T/C 1018.54G 1019.26T/C 1018.76G 1019.50T/C 1019.00G 1020.20T/C 1019.70G 1020.66T/C 1020.16G 1020.66T/C 1020.16G 1021.12T/C 1020.62G 1020.69T/C 1020.19G 1020.90T/C 1020.40G 1020.18T/C 1019.68G 1019.90T/C 1019.40G 1019.86T/C 1019.36G 1020.03T/C 1019.53G 1019.61T/C 1019.11G 1019.36T/C 1018.86G 1019.66T/C 1019.16G 1018.03T/C 1017.53G 1018.27T/C 1017.77G 1018.65T/C 1018.15G 1018.74T/C 1018.24G 1019.13T/C 1018.63G 1019.21T/C 1018.71G 1019.28T/C 1018.78G 1019.46T/C 1018.96G 1020.08T/C 1019.58G 1019.91T/C 1019.41G1019.93T/C 1019.43G 1018.54T/C 1018.04G 1017.57T/C 1017.07G 1018.08T/C 1017.58G 1019.04T/C 1018.54G 1019.51T/C 1019.01G 1019.41T/C 1018.91G 1019.84T/C 1019.34G 1020.07T/C 1019.57G 1020.28T/C 1019.78G 1020.34T/C 1019.84G 1020.07T/C 1019.57G OVERTOPPING 1017.85T/C 1017.35G 1018.31T/C 1017.81G 1017.56T/C 1017.06G 1019.73T/C 1019.23G 1020.34T/C 1019.84G 1020.64T/C 1020.14G 1020.90T/C 1020.40G 1021.47T/C 1020.97G 1022.56T/C 1022.06G 1020.42T/C 1019.92G 1020.04T/C 1019.54G 1020.75T/C 1020.25G 1020.82T/C 1020.32G 1021.04T/C 1020.54G 1021.12T/C 1020.62G 1021.08T/C 1020.58G 1021.46T/C 1020.96G 1022.19T/C 1021.69G 1022.82T/C 1022.32G 1021.13T/C 1020.63G 1021.27T/C 1020.77G 1020.37T/C 1019.87G 1021.31E/W 1021.45E/W 1020.60E/W 1020.56E/W 1020.51E/W 1020.55E/W OVERTOPPING 1020.94 1022.00 1021.50 1021.50 1021.50 1021.50 1021.50 1020.21G 1020.30G 1020.57T/C 1020.07G 1020.77E/W 1020.75E/W1020.86E/W 1021.06E/W 1020.80 1020.71 1020.88T/C 1020.38G 1020.54T/C 1020.04G 1020.72E/W 1021.50 1021.50 1021.50 1020.00 1020.00 1020.22T/C 1019.72G 1020.15T/C 1019.65G 1020.40T/C 1019.90G 1020.98T/C 1020.48G 1021.16E/W 1020.19T/C 1019.69G 1019.93T/C 1019.43G 1019.72T/C 1019.22G 1020.77T/C 1020.27G 1020.51T/C 1020.01G 1020.30T/C 1019.80G 1019.46T/C 1018.96G 1021.06E/W OVERTOPPING 1020.95E/W 1020.69E/W 1020.48E/W 1020.86E/W 1022.001022.00 1021.50 1021.92 1020.22E/W 1020.93E/W 1021.00E/W 1021.88E/W 1021.22E/W 1022.51E/W 1022.36E/W 1022.83E/W 1022.68E/W 1022.92E/W 1022.82E/W 1021.50 1021.50 1021.50 1021.94 1022.00 1022.00 1021.60 1021.50 1021.50 1021.50 1021.50 1021.50 1021.50 1021.60 1019.00 1018.25 1022.42E/W 1022.54E/W 1021.96E/W 1021.81E/W1022.66E/W 1022.51E/W 1020.92E/W 1020.86E/W 1021.01E/W 1021.07E/W 1017.50 1021.21E/W 1021.23E/W 1021.38E/W 1021.28E/W 1021.41E/W 1021.40 1021.32 1021.39 1021.48 1021.52E/W 1021.59E/W 1021.66E/W 1021.73E/W 1021.80E/W 1021.87E/W 1021.92E/W 1022.00 1022.00 1021.92 1022.00 1022.00 1021.92 1021.95 1022.00 1021.87 1022.00 1021.87 1021.56 1021.46 1021.53 1021.64 1021.72 1021.60 1021.73 1021.80 1021.87E/W 1020.75 1020.60 1022.00 1022.00 1022.00 1022.00 1021.92 1021.92 1021.66 1020.67E/W 1020.57E/W 1022.00 1021.60 1021.50 1021.50 1021.50 1021.95 1019.04E/W 1019.14E/W 1018.03E/W 1018.11E/W 1018.21E/W 1018.13E/W 1021.92E/W 1021.87E/W 1022.00 1018.03T/C 1017.53G 1018.13T/C 1017.63G 1017.67T/C 1017.17G 1017.57T/C 1017.07G 1017.40E/W 1017.50E/W 1017.43E/W 1017.33E/W 1016.73E/W 1016.88E/W 1014.25 1015.29 1013.50 OVERTOPPING 1014.20 1012.50 OVERTOPPING 1013.25 1012.25 1020.50 1021.50 1021.79 1021.68E/W 1021.92 1022.00 1022.00 1021.92 1021.67E/W 1021.52E/W 1021.30E/W 1021.10E/W1021.32E/W 1021.07E/W 1021.51E/W OVERTOPPING 1021.28E/W 1021.10G 1020.89G 1020.34G 1020.55G 1020.64T/C 1020.14G 1021.19T/C 1020.69G 1021.37E/W 1021.50 1021.50 1021.50 1022.00 1022.00 1021.92E/W 1021.92E/W 1021.34E/W 1021.28E/W 1020.72E/W 1020.78E/W 1020.61E/W OVERTOPPING 1020.67E/W 1020.86E/W 1019.50 1020.43E/W OVERTOPPING 1020.23E/W 1020.42E/W 1021.28E/W 1021.13E/W 1020.93E/W 1021.79E/W 1021.94E/W 1019.70T/C 1019.20G 1020.25T/C 1019.75G 1020.05T/C 1019.55G 1020.43T/C 1019.93G 1020.49T/C 1019.99G 1020.68T/C 1020.18G 1020.14T/C 1019.64G 1020.22T/C 1019.72G 1019.99T/C 1019.49G 1019.86T/C 1019.36G 1019.44 1020.69T/C 1020.19G 1020.23T/C 1019.73G 1020.76T/C 1020.26G OVERTOPPING 1020.79T/C 1020.29G 1020.61E/W 1020.90E/W 1020.51G 1020.34 1020.54 1020.76 1020.57 1020.79G 1021.01G 1020.93E/W 1021.12 1021.04 1020.79E/W 1020.68T/C 1020.18G 1020.79E/W 1020.09T/C 1019.59G 1019.98T/C 1019.48G 1019.85T/C 1019.35G OVERTOPPING 1020.20T/C 1019.70G 1019.69T/C 1019.19G 1020.24T/C 1019.74G 1020.75T/C 1020.25G 1022.58 1021.40 1019.66G 1019.90G 1019.99G 1020.07G 1019.32 1019.41 1019.65 1019.74 1019.95G 1020.00G 1021.50 1021.85 1022.00 1021.92 1021.92E/W 1021.78E/W 1020.56E/W 1020.51E/W 1022.00 1019.95G 1020.00G 1021.50 1021.85 1022.00 1021.92 1021.92E/W 1021.78E/W 1021.50 1021.28E/W 1021.75 1021.45E/W OVERTOPPING 1021.48E/W 1021.92 1021.50 1018.78T/C 1018.28G 1018.88T/C 1018.38G 1018.85T/C 1018.35G 1018.52T/C 1018.02G 1018.18T/C 1017.68G 1018.20T/C 1017.70G 1019.76E/W 1020.00E/W 1020.09E/W 1020.18E/W OVERTOPPING 1019.87T/C 1019.37G 1019.92T/C 1019.42G 1019.36T/C 1018.86G1019.71T/C 1019.21G 1019.79T/C 1019.29G 1019.74T/C 1019.24G OVERTOPPING 1019.87T/C 1019.37G 1019.92T/C 1019.42G 1020.42T/C 1019.92G 1020.60E/W 1020.45 1020.50 1020.60T/C 1020.10G 1020.78E/W 1020.45 1020.50 1019.82T/C 1019.32G 1019.24T/C 1018.74G 1020.00E/W 1020.04T/C 1019.54G 1019.46T/C 1018.96G 1020.22E/W 1021.50 1021.50 1021.921022.91 1022.69 OVERTOPPING 1015.25 OVERTOPPING 1015.11 OVERTOPPING 1020.94 OVERTOPPING 1019.67 OVERTOPPING 1019.50 OVERTOPPING 1020.25 1018.83E/W 1018.12E/W 1018.20E/W 1019.21E/W 1019.13E/W 1020.19E/W 1020.27E/W 1020.40E/W 1022.95E/W H Y D GV F/O F/O 10 2 5 10 2 2 10 4 5 10 4 0 10 3 5 1 0 3 0 1 0 2 5 1 0 2 0 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4" W8" W8" 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 X X X X 10'x38' DUGOUT 10 3 0 1015 1012 1013 101 4 1016 1017 101 8 1019 10 1 9 10 2 0 10 1 9 10 2 1 10221020 1019 1021 1022 10 2 3 1 0 2 0 10 2 1 1022 1 0 2 0 1 0 1 8 1 0 1 9 1 0 2 1 1 0 1 5 10 1 3 1 0 1 4 101 6 1 0 1 7 1015 1015 10 1 6 101 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 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 102 0 10211021 1022 1022 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 3 G R A D I N G . D W G 12 / 5 / 2 0 2 2 3 : 2 8 : 0 8 P M GRAPHIC SCALE 030 15 30 60 C-302 GRADING PLAN CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S SAN SAN SAN D DD D D D D D D W 8" SSANSANSANSANSANSAN S SAN SAN SAN SAN SAN S SA N W8" H Y D GM WV WV G G G G G G G G G G G G G G G G C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT H Y D H Y D WV W V WV H Y D W 6" W 6" W 6" XX X X X X X X X X X X X X X X X X X X X X X X X X 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 W 8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING H Y D W6"W6"W6"W6" EX INTAKE RIM=1018.10 FILLED WITH DIRT EX INTAKE RIM=1017.16 FULL OF DIRT H Y D TBM: BURY BOLT ELEV=1022.63 GV F/O F/O EX 36" FES FL=1008.14 I CV EX 24" RCP FES FL=1012.53 F/O F/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) NW S T R A T F O R D D R (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 SANITARY SEWER EASEMENT BOOK 2020 PG 36611 EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4" G4" G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4" G G APPROXIMATE LOCATION PER MAP APPROXIMATE LOCATION PER MAP APPROXIMATE LOCATION PER MAP WV W8" WV W 8" W8" H Y D H Y D HY D H Y DWV H Y D WV COST6"ST 6"ST 6"ST 6"ST 6"CO SA N W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" DDD DD S W8" W8" 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W4" W W W W W WV WV W V WV H Y DHYD SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN D D D D S S SS S D WV WV HY D H Y D WVWVWVHYD WV ST 30" SA N 8" W12"W 12" W8" CO CO CO CO CO CO CO CO CO CO CO 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 X X X X X X X X 10 X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X CONCESSIONS BUILDING 10'x30' DUGOUT 10 ' x 4 6 ' D U G O U T 10'x38' DUGOUT PRESS BOX 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 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 F/O F/O F/O F/O F/O F/O F/O 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 4 U T I L I T Y . D W G 12 / 5 / 2 0 2 2 3 : 2 8 : 2 1 P M GRAPHIC SCALE 040 20 40 80 C-400 UTILITY PLAN CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W 8" S SAN SAN SAN SAN D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSANSANSANSANSANSANSANSAN SAN W8"W8" HY D GM WV WV G C C C C C C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT WV HY D W 6" W 6" W 6" W 6" X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R150' H Y D R A N T R A D I U S TRANSFORMER PAD W/ MOAT (SEE DETAIL 9/C-602) TWO RUNS OF 810LF 4" CONDUIT FOR MIDAMERICAN (REF ELEC) STRUCTURE #17 48" SW-301 MANHOLE RIM=1018.60 INV(W)=1013.75 INV(S)=1014.00 INV(E)=1014.00 232LF 8" SAN SWR @ S=0.50%CORE DRILL CONNECTION TO EX MANHOLE INV=1012.58 STRUCTURE #34 SW-501 INTAKE T/C=1018.75 FL(SUB)=1015.75 FL(E)=1013.79 PIPE #34 215LF 15" RCP W/ GASKETED JOINTS @ S=1.00% STRUCTURE #1 60"x60" SW-402 MANHOLE W/ WEIR WALL (SEE DETAIL 11/C-602) T/C=1018.75 FL(N)=1012.44 FL(S)=1012.44 STRUCTURE #3A 72" SW-401 MANHOLE RIM=1019.04 FL(N)=1013.00 FL(E)=1013.00 FL(W)=1012.90PIPE #3A 92LF 30" RCP @ S=0.40% STRUCTURE #20 SW-506 INTAKE T/C=1018.00 FL(SUB)=1014.50 FL(W)=1013.23 FL(N)=1013.23 FL(S)=1013.13 PIPE #20 43LF 24" RCP @ S=0.30% STRUCTURE #21 SW-505 INTAKE T/C=1017.75 FL(SUB)=1015.00 FL(E)=1013.62 PIPE #21 97LF 15" RCP @ S=0.40% STRUCTURE #22 SW-505 INTAKE T/C=1018.50 FL(SUB)=1015.50 FL(NE)=1014.02 FL(S)=1013.92 PIPE #22 213LF 18" RCP @ S=0.32% STRUCTURE #24 SW-501 INTAKE T/C=1019.50 FL(SUB)=1016.50 FL(E)=1015.27 FL(S)=1015.02 PIPE #23 74LF 15" RCP @ S=0.40% STRUCTURE #25 24" NYLOPLAST BASIN RIM=1020.00 FL(W)=1016.11 PIPE #25 84LF 10" N-12 @ S=1.00% STRUCTURE #3 48" SW-401 MANHOLE T/C=1017.00 FL(W)=1013.70 FL(N)=1013.80 PIPE #3 141LF 24" RCP @ S=0.50% STRUCTURE #5 SW-505 INTAKE T/C=1018.50 FL(SUB)=1015.50 FL(N)=1014.30 FL(SW)=1014.20 PIPE #5 22LF 24" RCP @ S=0.40% STRUCTURE #6 48" SW-502 INTAKE T/C=1019.75 FL(SUB)=1016.75 FL(N)=1015.11 FL(SE)=1015.26 FL(S)=1015.01 PIPE #6 203LF 24" RCP @ S=0.35% STRUCTURE #9 48" SW-401 MANHOLE RIM=1020.50 FL(E)=1016.21 FL(N)=1016.06 FL(S)=1015.96 PIPE #9 85LF 18" RCP W/ GASKETED JOINTS @ S=1.00% STRUCTURE #10 24" NYLOPLAST BASIN RIM=1020.50 FL(W)=1016.74 PIPE #10 53LF 10" N-12 @ S=1.00% STRUCTURE #7 SW-505 INTAKE T/C=1019.50 FL(SUB)=1016.50 FL(NE)=1016.23 FL(NW)=1015.98 PIPE #7 180LF 15" RCP @ S=0.40% STRUCTURE #4 SW-505 INTAKE T/C=1017.75 FL(SUB)=1014.75 FL(S)=1014.01 FL(NE)=1014.11 PIPE #4 43LF 24" RCP @ S=0.50% STRUCTURE #48 24" NYLOPLAST BASIN RIM=1020.60 FL(SW)=1016.05 FL(NW)=1016.05 FL(NE)=1015.80 PIPE #48 71LF 15" N-12 W/ GASKETED JOINTS @ S=1.00% PIPE #11 29LF 15" N-12 @ S=3.27% ROOF DRAIN CONNECTION (SEE DETAIL 8/C-602) FL=1017.00 STRUCTURE #65 48" SW-301 MANHOLE RIM=1021.11 INV(E)=1011.57 INV(W)=1011.47 400LF 8" SAN SWR @ S=0.50% 13LF 6" SAN SWR @ S=2.00% CORE DRILL CONNECTION TO EX MANHOLE W/ WATER TIGHT SEAL INV=1009.47 INV=1014.27 (REF PLUMB) PIPE #50 87LF 12" N-12 @ S=1.09% 41LF 6" FIRE SERVICE 6"x6" TEE, 6" VALVE, 6" 90° BEND & 11LF 6" DOMESTIC SERVICE *CRITICAL CROSSING* BOTTOM SAN=1013.50± BOTTOM STORM=1012.80± TOP WATER=1011.20± RELOCATE EX HYDRANT & CONNECT TO EX WATER W/ 22.5° BEND *CRITICAL CROSSING* BOTTOM SAN=1012.90± TOP WATER=1011.30± 152LF 8" WATER 8" 22.5° BEND & 8" VALVE 8"x6" TEE & 6" VALVE 6" HYDRANT ASSEMBLY EX MANHOLE (PER PLAN) RIM=1017.63 INV(N)=1012.59 INV(W)=1012.33 EX MANHOLE (PER PLAN) RIM=1019.09 INV(W)=1009.32 6" GREASE LINE (REF PLUMB) TWO 5,000 GALLON GREASE INTERCEPTORS (REF PLUMB & DETAIL 12/C-602) 116LF 8" WATER 8" 45° BEND 117LF 8" WATER 6" HYDRANT ASSEMBLY CONNECT TO EX WATER W/ 8"x6" T.S.&V, 219LF 6" WATER *CRITICAL CROSSING* BOTTOM STORM=1014.30± TOP WATER=1012.70± *CRITICAL CROSSING* BOTTOM STORM=1012.00± TOP WATER=1010.40± 6" GREASE LINE (REF PLUMB) FIBERGLASS BEND PER MIDAMERICAN STANDARDS LIGHT POLE, TYP (REF ELEC) LIGHT POLE, TYP (REF ELEC) LIGHT POLE, TYP (REF ELEC) LIGHT POLE, TYP (REF ELEC) FIRE RISER ROOM FIRE DEPARTMENT CONNECTION CLEANOUT, TYP BEND SUBDRAIN AROUND LIGHT POLE, TYP CLEANOUT, TYP INSERTA-TEE, TYP 6"x6" TEE INSERTA-TEE, TYP CLEANOUT, TYP INSERTA-TEE, TYP 6"x6" WYE INSERTA-TEE, TYP BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUTBID ALT CLEANOUT BEND SUBDRAIN AROUND LIGHT POLE, TYP BID ALT CLEANOUT PIPE #1: EXISTING 24" RCP STRUCTURE #3X 30" FES FL(E)=1012.53PIPE #2: EXISTING 24" RCP BID ALT CLEANOUT EX MANHOLE (PER PLAN) RIM=1019.90 INV(E)=1011.39 INV(SW)=1011.14 EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8" WATER EX MANHOLE (PER PLAN) EX RIM=1021.05 PROPOSED RIM = 1021.19 INV(NE)=1009.25 INV(SW)=1009.15 STRUCTURE #23 SW-505 INTAKE T/C=1019.00 FL(SUB)=1015.50 FL(N)=1014.42 FL(SW)=1014.32 PIPE #24 149LF 15" RCP W/ GASKETED JOINTS @ S=0.40% H Y D 6" HYDRANT ASSEMBLY W6"W6"W6"W6"W6" 6" 45° BEND 279LF 6" WATER 6" 45° BEND *CRITICAL CROSSING* BOTTOM STORM=1015.50± TOP WATER=1013.90± 192LF 6" SUBDRAIN 77LF 6" SUBDRAIN 149LF 6" SUBDRAIN BID ALT: 128LF 6" SUBDRAIN BID ALT: 44LF 6" SUBDRAIN 230LF 6" SUBDRAIN BID ALT: 68LF 6" SUBDRAIN BID ALT: 121LF 6" SUBDRAIN BID ALT: 47LF 6" SUBDRAIN BID ALT: 146LF 6" SUBDRAIN BID ALT: 58LF 6" SUBDRAIN BID ALT: 66LF 6" SUBDRAIN BID ALT: 168LF 6" SUBDRAIN BID ALT: 47LF 6" SUBDRAIN BID ALT: 138LF 6" SUBDRAIN 254LF 6" SUBDRAIN 186LF 6" SUBDRAIN 110LF 6" SUBDRAIN BID ALT 71LF 6" SUBDRAIN BID ALT: 95LF 6" SUBDRAIN 69LF 6" SUBDRAIN 168LF 6" SUBDRAIN 70LF 6" SUBDRAIN BID ALT: 62LF 6" SUBDRAIN 101LF 6" SUBDRAIN 54LF 6" SUBDRAIN 107LF 6" SUBDRAIN 179LF 6" SUBDRAIN 73LF 6" SUBDRAIN 106LF 6" SUBDRAIN 60LF 6" SUBDRAIN EX INTAKE RIM=1018.10 FILLED WITH DIRT EX INTAKE RIM=1017.16 FULL OF DIRT I CV EX 24" RCP FES FL=1012.53 F/O F/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 TRAILRIDGE SCHOOL G 4"G 4"G 4"G 4"G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G G APPROXIMATE LOCATION PER MAP W8" HY DWV SA N S W8" W8" W8" 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" W4" WV WVWV H Y DHYD SA N SA N SA N SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN D S S SS S WV WV H Y D ST 15 " W8" CO CO CO CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X CONCESSIONS BUILDING 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 4 U T I L I T Y . D W G 12 / 5 / 2 0 2 2 3 : 2 8 : 2 6 P M GRAPHIC SCALE 030 15 30 60 C-401 UTILITY PLAN CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S D DD D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSAN S SAN SAN SAN SAN SAN SAN SAN S SA N SA N W 8" G G G G G G G G G G G G G G G G G G G G G G HY D HY D W6" W V WV 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 W8" W8" W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING R15 0 ' H Y D R A N T R A D I U S R1 5 0 ' H Y D R A N T R A D I U S APPROXIMATE LOCATION OF GAS SERVICE (BY UTILITY PROVIDER) STRUCTURE #17 48" SW-301 MANHOLE RIM=1018.60 INV(W)=1013.75 INV(S)=1014.00 INV(E)=1014.00 STRUCTURE #30A 8' FDHC SEPERATOR (SEE DETAIL 10/C-602) RIM=1012.82 FL(S)=1008.39 FL(W)=1008.59 FL(N)=1008.14 STRUCTURE #35 SW-505 INTAKE T/C=1015.50 FL(SUB)=1012.50 FL(S)=1008.81 FL(N)=1008.71 PIPE #35 32LF 24" RCP @ S=1.00% STRUCTURE #40A 60" SW-401 MANHOLE RIM=1018.07 FL(W)=1009.71 FL(S)=1009.71 FL(N)=1009.46 PIPE #40A 65LF 24" RCP @ S=1.00% STRUCTURE #40 SW-506 INTAKE T/C=1017.00 FL(SUB)=1014.00 FL(SW)=1010.39 FL(E)=1010.14 PIPE #40 43LF 24" RCP @ S=1.00% STRUCTURE #41 SW-503 INTAKE T/C=1019.24 FL(SUB)=1016.24 FL(S)=1013.24 FL(NW)=1013.24 FL(NE)=1012.99 PIPE #41 130LF 18" RCP @ S=2.00% STRUCTURE #42 24" NYLOPLAST BASIN RIM=1020.00 FL(S)=1015.76 FL(N)=1015.51 PIPE #42 114LF 15" N-12 W/ GASKETED JOINTS @ S=2.00% STRUCTURE #44 SW-503 INTAKE T/C=1019.46 FL(SUB)=1016.46 FL(S)=1014.13 FL(NW)=1013.98 FL(SE)=1013.88 PIPE #44 106LF 18" RCP @ S=0.60% STRUCTURE #45 24" NYLOPLAST BASIN RIM=1020.00 FL(S)=1015.46 FL(W)=1015.46 FL(N)=1015.21 PIPE #45 108LF 15" N-12 W/ GASKETED JOINTS @ S=1.00% STRUCTURE #60 SW-505 INTAKE T/C=1019.34 FL(SUB)=1016.34 FL(E)=1012.72 FL(SW)=1012.72 FL(N)=1012.47 PIPE #60 276LF 15" RCP W/ GASKETED JOINTS @ S=1.00% STRUCTURE #61 24" NYLOPLAST BASIN RIM=1017.50 FL(W)=1013.15 PIPE #61 43LF 10" N-12 W/ GASKETED JOINTS @ S=1.00% STRUCTURE #62 24" NYLOPLAST BASIN RIM=1019.00 FL(W)=1013.74 FL(NE)=1013.64 PIPE #62 230LF 12" N-12 @ S=0.40% STRUCTURE #63 24" NYLOPLAST BASIN RIM=1018.25 FL(E)=1014.49 PIPE #63 150LF 12" N-12 @ S=0.50% STRUCTURE #33 SW-505 INTAKE T/C=1017.10 FL(SUB)=1014.38 FL(W)=1011.64 FL(E)=1011.54 PIPE #48A 86LF 15" RCP @ S=1.00% STRUCTURE #10 24" NYLOPLAST BASIN RIM=1020.50 FL(W)=1016.74 PIPE #10 53LF 10" N-12 @ S=1.00% STRUCTURE #7 SW-505 INTAKE T/C=1019.50 FL(SUB)=1016.50 FL(NE)=1016.23 FL(NW)=1015.98 STRUCTURE #8 24" NYLOPLAST BASIN RIM=1019.50 FL(SW)=1016.70 PIPE #8 118LF 10" N-12 @ S=0.40% STRUCTURE #48A 48" SW-401 MANHOLE RIM=1020.41 FL(SW)=1015.09 FL(SE)=1014.84 STRUCTURE #48 24" NYLOPLAST BASIN RIM=1020.60 FL(SW)=1016.05 FL(NW)=1016.05 FL(NE)=1015.80 PIPE #48 71LF 15" N-12 W/ GASKETED JOINTS @ S=1.00% STRUCTURE #49 18" NYLOPLAST BASIN RIM=1020.75 FL(NE)=1016.43 PIPE #49 38LF 10" N-12 @ S=1.00% STRUCTURE #30 24" NYLOPLAST BASIN T/C=1012.25 FL(W)=1008.78 FL(E)=1008.68 PIPE #30 22LF 18" N-12 @ S=0.40% STRUCTURE #31 24" NYLOPLAST BASIN T/C=1012.50 FL(W)=1009.21 FL(E)=1009.11 PIPE #31 82LF 18" N-12 @ S=0.40% STRUCTURE #32 24" NYLOPLAST BASIN T/C=1013.50 FL(W)=1009.77 FL(E)=1009.67 PIPE #32 114LF 18" N-12 @ S=0.40% PIPE #11 29LF 15" N-12 @ S=3.27% PIPE #43 25LF 10" N-12 @ S=5.00% PIPE #46 25LF 8" N-12 @ S=6.09% PIPE #47 22LF 12" N-12 @ S=6.91% ROOF DRAIN CONNECTION (SEE DETAIL 8/C-602) FL=1017.00 PIPE #33 177LF 15" N-12 @ S=1.00% ROOF DRAIN CONNECTION (SEE DETAIL 8/C-602) FL=1017.00 ROOF DRAIN CONNECTION (SEE DETAIL 8/C-602) FL=1017.00 STRUCTURE #65 48" SW-301 MANHOLE RIM=1021.11 INV(E)=1011.57 INV(W)=1011.47 STRUCTURE #66 48" SW-301 MANHOLE RIM=1021.32 INV(N)=1013.58 INV(W)=1013.48381LF 8" SAN SWR @ S=0.50% STRUCTURE #67 48" SW-301 MANHOLE RIM=1021.40 INV(NW)=1016.43 INV(S)=1016.18 110LF 8" SAN SWR @ S=2.36% 28LF 6" SAN SWR @ S=2.00% INV=1017.00 (REF PLUMB) 13LF 6" SAN SWR @ S=2.00% INV=1014.27 (REF PLUMB) PIPE #50 87LF 12" N-12 @ S=1.09% ROOF DRAIN CONNECTION W/ REDUCING COUPLER (SEE DETAIL 8/C-602) FL=1017.00 *CRITICAL CROSSING* BOTTOM STORM=1012.60± TOP WATER=1011.00± *CRITICAL CROSSING* BOTTOM STORM=1011.60± TOP WATER=1010.00± *CRITICAL CROSSING* BOTTOM STORM=1013.50± TOP WATER=1011.90± *CRITICAL CROSSING* BOTTOM STORM=1014.30± TOP WATER=1012.70± *CRITICAL CROSSING* BOTTOM STORM=1015.20± TOP WATER=1013.60± 8"x6" TEE & 6" VALVE 6" HYDRANT ASSEMBLY 6" GREASE LINE (REF PLUMB) 2" GREASE LINE (REF PLUMB) 1,000 GALLON GREASE INTERCEPTOR (REF PLUMB & DETAIL 12/C-602) TWO 5,000 GALLON GREASE INTERCEPTORS (REF PLUMB & DETAIL 12/C-602) *CRITICAL CROSSING* BOTTOM SAN=1016.50± TOP STORM=1014.40± 116LF 8" WATER 8" 45° BEND 117LF 8" WATER 8" 11.25° BEND & 8" VALVE 6" HYDRANT ASSEMBLY W/ 21LF LEAD 6" HYDRANT ASSEMBLY W/ 58LF LEAD 461LF 8" WATER 8" 90° & 11.25° BEND & 8" VALVE 121LF 8" WATER 85" 11.25° BEND 240LF 8" WATER RELOCATE EX HYDRANT & CONNECT TO EX WATER *CRITICAL CROSSING* BOTTOM STORM=1012.00± TOP WATER=1010.40± 6" GREASE LINE (REF PLUMB) LIGHT POLE, TYP (REF ELEC) LIGHT POLE, TYP (REF ELEC) LIGHT POLE, TYP (REF ELEC) DEFLECT WATER AROUND LIGHT POLE, TYP LIGHT POLE, TYP (REF ELEC) CLEANOUT, TYP 6"x6" WYE 6"x6" TEE CLEANOUT, TYP CLEANOUT, TYP CLEANOUT, TYP BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUT BID ALT CLEANOUT INSERTA-TEE, TYP BID ALT CLEANOUT BID ALT CLEANOUT EXISTING 36" RCP BID ALT CLEANOUT REMOVE H Y D 6" HYDRANT ASSEMBLY 6" 45° BEND BID ALT 71LF 6" SUBDRAIN BID ALT: 95LF 6" SUBDRAIN 69LF 6" SUBDRAIN 168LF 6" SUBDRAIN 70LF 6" SUBDRAIN 106LF 6" SUBDRAIN 80LF 6" SUBDRAIN 79LF 6" SUBDRAIN 66LF 6" SUBDRAIN 59LF 6" SUBDRAIN 127LF 6" SUBDRAIN 287LF 6" SUBDRAIN 234LF 6" SUBDRAIN 133LF 6" SUBDRAIN 313LF 6" SUBDRAIN BID ALT: 159LF 6" SUBDRAIN BID ALT: 96LF 6" SUBDRAIN BID ALT: 90LF 6" SUBDRAIN BID ALT: 447LF 6" SUBDRAIN46LF 6" SUBDRAIN H Y D TBM: BURY BOLT ELEV=1022.63 GV F/O F/O EX 36" FES FL=1008.14 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC TRAILRIDGE SCHOOL OWNER: FOX CREEK MEADOWS, LLC ZONED: R-3 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4" APPROXIMATE LOCATION PER MAP APPROXIMATE LOCATION PER MAP W8" W8" 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 X X X X 10'x38' DUGOUT 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 4 U T I L I T Y . D W G 12 / 5 / 2 0 2 2 3 : 2 8 : 3 1 P M GRAPHIC SCALE 030 15 30 60 C-402 UTILITY PLAN CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W8" W 8" W 8" W 8" W 8" W 8" S SAN SAN D DD D D D D D D MA T C H L I N E MA T C H L I N E W 8" SSANSANSANSANSAN S SAN SAN SAN SAN S SA N W8"H Y D GM WV WV G G G G G G G G G G C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT H Y D HY D WV WV WV HY D W 6" W 6" XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W 8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING H Y D W6"W6"W6" H Y D GV F/OF/O I CV F/OF/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 15' PUE BK 2022 PG 22407 G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" W8" W8" HY DWV W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W4" WVWV HY DHYD SA N SA N SA N SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN D S S S S D WV WV H Y D CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CONCESSIONS BUILDING 10 ' x 4 6 ' D U G O U T 10'x38' DUGOUT 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 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 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 5 L A N D S C A P E . D W G 12 / 5 / 2 0 2 2 3 : 3 6 : 2 9 P M GRAPHIC SCALE 050 25 50 100 LEGEND SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) SEED: 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. LANDSCAPE NOTES: 1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD AND/OR 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 AND SITE DISTURBANCE.. 3.STAKE SOD ON ALL SLOPES 4 : 1 OR GREATER. 4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. 7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. 10.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. 11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 12.ALL GENERAL SITE EDGING SHALL BE NATURAL LIMESTONE EDGING - 6" WIDE X 4" THICK X 36" LENGTHS AS PROVIDED BY WEBER STONE COMPANY, OR APPROVED EQUAL. SAW CUT ALL ENDS FOR TIGHT FIT TO ADJACENT EDGING STONE AND CONCRETE. 13.EDGING AROUND MONUMENT SIGN SHALL INCORPORATE 6" WIDE, NATURAL LIMESTONE EDGING. LAYOUT DIMENSIONS AS SHOWN ON DETAIL (SHEET C-501). SAW CUT ENDS AND SET STONE FLUSH AND TIGHT TO ADJACENT STONE. 14.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS UNTIL ACCEPTED BY OWNER. 15.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH UNLESS NOTED. 16.BED AROUND TRANSFORMER SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 4" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). 17.BED AROUND MONUMENT SIGN SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 4" THICK LAYER OF GREY DECORATIVE TRAP ROCK (1.5" NOMINAL SIZE). 18.MONUMENT EDGER TO BE 6" LIMESTONE EDGER. SEE DETAIL FOR SPECS. 19.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED. 20.LANDSCAPING INCLUDING SOD AND SEED MUST BE WATERED UNTIL ACCEPTED BY OWNER GENERAL LANDSCAPE REQUIREMENTS TOTAL AREA FOR THIS PROJECT (DEDUCT 8-9 SCHOOL PROJECT)821,500 SF REQUIRED OPEN SPACE(20%)164,300 SF PROVIDED OPEN SPACE OVER 50% OF SITE GENERAL OPEN SPACE REQUIREMENT TOTAL REQUIRED TREES (1 PER 1000 SF REQUIRED OPEN SPACE)165 - MINIMUM REQUIRED OVERSTORY SHADE TREES (50%)83 TOTAL OVERSTORY PROVIDED 115 - MINIMUM REQUIRED EVERGREEN TREES (25%)66 TOTAL EVERGREEN PROVIDED 66 TOTAL TREES PROVIDED FOR OPEN SPACE 181 TOTAL REQUIRED SHRUBS(1 PER 1000 SF REQUIRED OPEN SPACE)165 TOTAL SHRUBS/GRASSES PROVIDED 721 C- 5 0 1 C- 5 0 2 C- 5 0 1 C- 5 0 2 PLANTING SCHEDULE 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. 4" DEPTH SHREDDED HARDWOOD MULCH SCARIFY SIDES & BOTTOM OF PLANTING PIT EVERGREEN TREE PLANTING (B&B) NOT TO SCALESCALE: CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE 3'-0" DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE 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 3" ROCK SHRUB PLANTING (B&B) NOT TO SCALESCALE: 6" WIDE X 4" DEEP LIMESTONE EDGE PREPARED SUBGRADE 4" MULCH IN LANDSCAPE PLANTING BED SET TOP OF STONE 1/2" ABOVE GRADE LIMESTONE EDGING AT PLANTING BEDS NOT TO SCALESCALE: PROJECT SITE LIMITS PRO J E C T S I T E L I M I T S PR O J E C T S I T E L I M I T S HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BE APPLIED AT A RATE OF 2,500 LBS PER ACRE. C-500 LANDSCAPE PLAN MINIMUM PLANTING HEIGHTS: OVERSTORY = 8' MINIMUM HEIGHT, ORNAMENTAL AND EVERGREEN = 6' MINIMUM HEIGHT CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W 8" S SAN SAN SAN SAN D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSANSANSANSANSANSANSANSAN SAN W8"W8" HY D GM WV WV G C C C C C C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT WV HY D W 6" W 6" W 6" W 6" X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1020 10 1 8 10 1 9 101 9 1019 10 2 1 102 0 1 0 2 1 10 2 1 1 0 2 1 1 0 1 9 102 0 1 0 2 0 10 2 1 10 2 2 10 2 3 1020 10 2 1 10 2 1 10 2 2 102 2 102 0 101 9 102 1 10 2 0 10 1 9 1020 1021 1 0 2 1 1021 1021 1 0 2 0 1020 102 0 10 2 0 10 1 9 1 0 2 0 1 0 1 8 1 0 1 9 1 0 1 8 1018 101 9 1019 1 0 1 8 102 0 1019 10 2 0 10 2 1 1021 1021 1022 1020 1018 101 9 1010 1015 10111012 1013 1014 1016 1017 1018 1019 1015 1020 1011 1012 1013 1014 1016 1017 1018 1019 1021 1017 1018 1019 1017 1018 1019 1020 1019 10 1 0 1015 1020 1013 1014 1016 1017 1018 1019 10 2 1 10171018 H Y D W6"W6"W6"W6"W6" 1 0 1 8 1 0 1 8 10 0 2 1010 1013 I CV F/O F/O EX. CONCRETE SIDEWALK 15' PUE BK 2022 PG 22407 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) EX STORM SEWER EASEMENT BOOK 2020 PG 36610 G 4"G 4"G 4"G 4"G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G G W8" HY DWV SA N S W8" W8" W8" 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" W4" WV WVWV H Y DHYD SA N SA N SA N SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN D S S SS S WV WV H Y D ST 15 " W8" CO CO CO CO CO CO CO CO CO CO X X X X X X X X X X X X X X X X X X X X CONCESSIONS BUILDING 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 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 BO 3 TT 2 BO 2 TT 2 SH 3 RO 2 NS 5 CR 8 SS 1 WP 3 RO 1 WP 3 LP 3 SD 37 SD 37 WO 2 WO 2 BO 2 WO 2 BO 1 CO 2 RO 2 BH 3 WP 4 NS 4 GB 1 GB 1 AH 1 AH 1 TT 2 TT 2 TT 2 KC 2SG 1 KC 2 SG 1 LP 2 LP 2 NP 2 ST 2 NP 2 NP 3 ST 2 SH 1 SH 1 KF 7 GL 5 SA 102 KF 7 GL 5 SA 102 PF 3 RO 3 SH 3 WO 3 RO 3 SH 3 NS 3 BH 2 NS 2 WP 3 KF 19 SD 13 SD 15 SA 24 SA 19 KF 18 KF 18 PF 1 SS 1 PF 1 BH 2 AH 2 AH 2SH 2 SH 2 SH 2 STONE EDGING STONE EDGING MULCH BED, TYP MULCH BED, TYP STONE EDGING RIVER ROCK STONE EDGING MULCH BED, TYP SEED SEED SEED SEED SEED SEED SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SEED SEED SEED SOD SOD SEED SEED SOD 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 5 L A N D S C A P E . D W G 12 / 5 / 2 0 2 2 3 : 3 8 : 2 5 P M GRAPHIC SCALE 030 15 30 60 SEED LIMITS APPROXIMATE CONTRACTOR TO SEED ALL DISTURBED AREAS C-501 LANDSCAPE PLAN CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S D DD D D D MA T C H L I N E MA T C H L I N E W 8" W 8" SSAN S SAN SAN SAN SAN SAN SAN SAN S SA N SA N W8" G G G G G G G G G G G G G G G G G G G G G G HY D HY D W6" W V WV 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 W8" W8" W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING 1 0 2 0 1 0 1 9 1 0 2 1 1 0 2 2 102 0 10 2 0 1016 1 0 1 6101 7 10 1 7 101 7 1 0 1 8 101 81018 10 1 9 10 1 8 10 1 7 101 8 101 8 1 0 1 7 1 0 1 8 1 0 1 9 1019 1 0 2 1 1020 1020 1019 10 2 0 10 1 9 102 1 102 1 102 0 10 1 8 101 9 1 0 2 0 1 0 1 9 1021 1022 1023 1023 1020 1021 1022 1023 1021 1020 1019 1021 1020 1019 1021 1022 10 2 0 10 2 1 10 2 1 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 1021 1 0 2 0 1020 102 0 10 2 0 1019 1021 1022 1015 10131014 1016 1015 1014 10161017 1018 1015 1016 1017 1017 1018 1 0 2 0 1 0 2 1 10 2 0 1 0 1 9 10 2 1 10 2 1 HY D H Y D GV F/O F/O 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4"G 4"G 4"G 4"G 4" W8" W8" 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 X X X X 10'x38' DUGOUT 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 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 BH 3 DF 2 BO 2 WP 2 BH 3 NS 1 WP 3 RO 1 WP 2 LP 1 WO 1 WP 3 TT 1 LP 1 PD 2 PF 4 NS 3 RO 1 SH 2 SH 2 SH 2 CH 3 KC 3 KC 3 SG 3 CH 3 LP 3 TT 1 ER 3 SB 2 ER 2 SB 2 ER 3 SB 3 CH 2 CH 2 KF 11 KF 16 SA 43 SD 36 SA 66 SD 25 SD 25 SA 40 SD 37 SD 37 SA 35 NS 3 BH 2 WP 3 BH 2 TT 2 KC NP 2 ST 2 SH 1 KF 7 GL 5 SA 102 LP 1 TT 1 PF 3 CR 7 WO 3 SH 3 PF 1 PF 2 PF 2 PF 2 SS 2 SS 2 SS 2 SD 13 SD 15 SA 24 SA 19 KF 18 KF 18 PF 1 SS 1 AH 2 STONE EDGING STONE EDGING MULCH BED, TYP MULCH BED, TYP STONE EDGING STONE EDGING MULCH BED, TYP MULCH BED, TYP SOD SOD SOD SOD SOD SOD SOD SOD SOD SEED SEED SEED SEED SOD SEED SEED SEED SEED SOD SEED SEED SEED SEED SOD SOD SOD SOD SEED SOD SEED 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 5 L A N D S C A P E . D W G 12 / 5 / 2 0 2 2 3 : 2 9 : 0 8 P M GRAPHIC SCALE 030 15 30 60 SEED LIMITS APPROXIMATE CONTRACTOR TO SEED ALL DISTURBED AREAS SEED LIMITS APPROXIMATE CONTRACTOR TO SEED ALL DISTURBED AREAS C-502 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 6 D E T A I L S . D W G 12 / 5 / 2 0 2 2 3 : 2 9 : 1 4 P M C-601 DETAILS SHEET JOINTING DETAILS SCALE NONE 10 C-601 BACK OF CURB FACE OF CURB EDGE OF TURNED DOWN WALK SIDEWALK PAVEMENT GRASS/LANDSCAPING ROADWAY PAVEMENT PLAN VIEW CURB & GUTTER / TURNED DOWN WALK TRANSITION DETAIL SCALE NONE 5 C-601 48" 20" 6" DIA GALVANIZED STEEL PIPE EMBEDDED IN CONC (DO NOT PAINT BOLLARD) FILL PIPE W/ CONCRETE INSTALL BOLLARD 6" INTO SIDEWALK MEASURED FROM EDGE OF PARKING STALL TO CENTER OF BOLLARD CLASS "A" CONC FOUNDATION CENTERED ON BOLLARD EDGE OF PARKING STALL CONC WALK. SEE OTHER DETAILS MUTCD R7-8 (RESERVED PARKING) SIGN 2"x2" SQUARE BLACK POWDER COATED STEEL POLE MUTCD R7-8a OR R7-8b (VAN ACCESSIBLE) SIGN AS CALLED OUT ON PLANS STEEL POLE CEMENTED INTO BOLLARD CENTER NOTE: FOR HANDICAP STALLS IN FRONT OF CURB, INSTALL POLE 2' FROM BACK OF CURB. DIRECT BURY POLE 4' MIN INTO GROUND WITHOUT INSTALLING BOLLARD 24"36"60" 1/2" FOAM AROUND BOLLARD SEAL FOAM W/ GRAY MASTIC JOINT SEALANT 6" BOLLARD W/ PARKING SIGN DETAIL SCALE NONE 9 C-601 XXX 36" 2" 5'-0" 12"12" STRUCTURAL STOOP / SIDEWALK TRANSITION DETAIL SCALE NONE 7 C-601 TURNED DOWN WALK DETAIL SCALE NONE 6 C-601 5" SLOPE PER PLANS 1.5% MAX CROSS SLOPE ROADWAY PAVEMENT 6" MAX (DIRECTION SHOWN ON GRADING PLANS) VARIES 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 6" 8' LONG #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED 6" 1" NOMINAL 12"24" MIN SEE PAVEMENT SECTION FOR SUBGRADE INFO 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 1 2 3 Locate 'DW' joint at a mid-panel location between future 'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or 'CD' joint. Place bars within the limits shown under dowel assemblies. 'RT' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting Authority. 4 Saw 'C' joint to a depth of T/3. 6 5 Bar supports may be necessary for fixed form paving to ensure the bar remains in a horizontal position in the plastic concrete. The following joints are interchangeable, subject to the pouring sequence: 'BT-1' and 'L-1' 1 2" to 3 4''Top of Pavement Sealant SECTION A-A (Detail at Edge of Pavement) DETAIL C Joint Sealant Material 1 4'' ± 1 16'' Saw Cut 1 1 4'' ± 1 4'' Saw Cut 1 4'' ± 1 8'' Crack or Joint Line A A Pavement Edge See Detail C T Hole Diameter 1 8'' Larger than Dowel 7 18'' Long 3/4" Dowel at 12'' Centers 9'' min.9'' min. 'RD' ABUTTING PAVEMENT JOINT 7 Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. Remove header block and board when second slab is placed.T/2 T See Detail A or B T 30'' Long Tie Bar at 12'' Centers 321 'C' CONTRACTION JOINT 'DW' DAY'S WORK JOINT (Non-working) See Detail D-1 or D-2 6 'L-1' CONTRACTION JOINT 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 4 A A Crack or Joint Line 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' Crack or Joint Line A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) 36'' Long #4 Bars at 30'' Centers T/2 1'' + 1 4'' or - 1 8'' 1"2" DETAIL E Crack or Joint Line T/3 ± 1 4'' Crack or Joint Line T/3 ± 1 4'' Joint Sealant Material 1 8'' ± 1 16'' Saw Cut 1 4'' ± 1 16'' Saw Cut DETAIL D-1 DETAIL D-2 13 (Required when the Department of Transportation is not the Contracting Authority, or when specified in the contract documents) (Required when the Department of Transportation is the Contracting Authority, or when specified in the contract documents.) SIDEWALK DETAIL SCALE NONE 4 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 NOTE: DAYCARE PARKING SIGN TO BE MODIFIED MUTCD CODE R7-4 SIGN TO READ: DAYCARE LOADING 5 MIN PARKING 5" MIN WALK THICKNESS - SEE PLANS FOR EXACT THICKNESS 4" ROCK BASE SEE SPEC SECTION 32 11 23 12" 12" 6" PCC #4 @ 12" O.C. STRUCTURAL STOOP SEE STRUCTURAL 1/4" EXPANSION JOINT FILLED W/ GRAY MASTIC JOINT SEALANTKEYED JOINT SIDEWWALK SEE PLANS FOR THICKNESS 4" VOID FORMS X WIDTH OF SIDEWALK #4 @ 12" O.C. THUS: 60" ROCK BASE SEE OTHER DETAILS POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) 6" SUBDRAIN INSTALL CAP ON TOP OF POLE GREASE INTERCEPTOR ACCESS LID, TYP 1.5' MIN 6" PCC W/ #4 BARS 12" O/C BOTH WAYS APPROXIMATE LIMITS OF GREASE INTERCEPTOR (BELOW) 1' 1' 1.5' MIN 5' M I N 1. 5 ' M I N GREASE INTERCEPTOR PAD DETAIL SCALE NONE 13 C-601 NOTES: 1.INSTALL 12" SUBGRADE PREPARATION UNDER PAD. 2.SLOPE PAD 1.5% AWAY FROM BUILDING, MATCH GREASE INTERCEPTOR ACCESS LID & CLEANOUT ELEVATIONS. 3.EDGE OF CONCRETE PAD SHALL BE FLUSH WITH PROPOSED GROUND. 4.EDGE OF CONCRETE PAD SHALL BE 18" MINIMUM FROM THE EDGE OF ALL CLEANOUTS & ACCESS LIDS. 5.ALL REINFORCEMENT SHALL BE EPOXY COATED. CLEANOUT LID, TYP 6" PCC WALK8" 6" 6' CLEAR SEE PLAN FOR TREE WELL SIZE 6" SUBGRADE PREP TREE WELL DETAIL SCALE NONEC-601 8 TREE, MULCH & STAKING (SEE LANDSCAPE PLAN) 1/2" EXPANSION JOINT, SEAL W/ GRAY MASTIC JOINT SEALANT 30'' 6'' 2'' Flow 30'' 6'' Back of Curb 2'' #4 Bars #4 Bars 1 'B' Joint 12'' 12'' (typ.) 12'' SECTION A-A BOXOUT IN PCC CURB AND GUTTER Pavement A A 1 Form Grade Normal Crown of Street 1 4" 3 4" Back of Curb Boxout Length 15'-0'' Typical 'ED' Joint #4 Bars @ 12'' o.c.Intake Grate (typ.) 1 Center bars vertically within slab. 'ED' Joint 2'' Clear (typ.) Dowel Bar (typ.) 23 4" BOXOUT FOR GRATE INTAKES SCALE NONE 11 C-601 5'-0" 1 2 2 2 1 2 1 Lo n g i t u d i n a l Jo i n t Lo n g i t u d i n a l Jo i n t 1 3 3 1 Lo n g i t u d i n a l Jo i n t AT JOINT INTERSECTION OFFSET AT JOINT INTERSECTION CIRCULAR AT A SINGLE JOINT 1 2 3 SECTION A-A Adjustment Ring PCC Pavement Adjustment Ring PCC Pavement 2 3 2 3 2 3 2 3 A A 1 2 2 2 21 A A AA A A (For three-piece floating casting) 4 4 5'-0" 5'-0" 5'-0" 120 5'-0" 6"6" 5'-0" 6"6" SECTION A-A (For two-piece fixed casting) 'C' or 'CD' Joint 'C' or 'CD' Joint 'C' or 'CD' Joint 'E' Joint 'E' Joint 'KT-1', 'KT-2', 'BT-1', or 'BT-2' Joint 'KT-1', 'KT-2', 'BT-1', or 'BT-2' Joint Construct boxout with Class C concrete or match pavement class. Minimum 2 inches clear on reinforcement. Minimum 12 inches of concrete between outside of casting and nearest joint. Center casting within boxout area if possible. 'KT-1', 'KT-2', 'BT-1', or 'BT-2' joint if three-piece floating casting (SW 601 Type B and D or SW-602 Type F) is used. 'E' joint if two-piece fixed casting (SW 601 Type A and C or SW-602 Type E) is used. 4 foot 8 inch (typ.) #4 bar. Place at mid-slab. #4 hoops (variable length). Place at mid-slab. No boxout is required for three-piece floating castings (SW 601 Type B and D or SW-602 Type F). If a boxout is used with a three-piece casting, construct as detailed in Section A-A for three-piece floating casting. If a circular boxout is cut and extracted after PCC construction, a 'B' joint may be substituted for the 'E' joint if approved by the Engineer. 5 5 MANHOLE BOXOUTS IN PCC PAVEMENT SCALE NONE 12 C-601 4 C-602 STORM CLEANOUT DETAIL SCALE NONE 3 C-602 NOTE: FOR SUBDRAIN OUTLETS INTO NYLOPLAST BASINS, STRUCTURE SHALL BE FABRICATED WITH HOLE FOR SUBDRAIN CITY OF WAUKEE HYDRANT DETAIL SCALE NONE 6 C-602 0" TO 6" ROCK BASE SEE OTHER DETAILS 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 6 D E T A I L S . D W G 12 / 5 / 2 0 2 2 3 : 2 9 : 1 6 P M C-602 DETAILS SHEET NYLOPLAST COUPLING (ADS CODE 1579 AG) SCH. 40 PVC TO N-12 (REDUCING COUPLING AS NECESSARY) SCH. 40 PVC ROOF DRAIN LINE (REF MECH) HDPE STORM SEWER (SEE SITE PLAN) ROOF DRAIN CONNECTION DETAIL SCALE NONE 8 C-602 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 WATER MAIN & STORM OR SANITARY SEWER CROSSING DETAIL SCALE NONE 7 C-602 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 GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING. 9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443. 6" - 1 8 " WATER MAIN CITY OF WAUKEE FLARED END SECTION DETAIL SCALE NONE 5 C-602 TRANSFORMER PAD MOAT DETAIL NOT TO SCALE 9 C-602 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) SLOPECURB & GUTTER SEE OTHER DETAILS 6" PERFORATED PIPE (PERFORATIONS DOWN) 12" MIN 2" M I N 12 " 2' M I N ( U N L E S S O T H E R W I S E N O T E D ) POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) SUBDRAIN DETAILS SCALE NONE 1 C-602 SUBDRAIN BEHIND CURBSUBDRAIN UNDER PAVEMENT PAVEMENT SEE OTHER DETAILS ROCK BASE SEE OTHER DETAILS 12" MIN 2" M I N 3' M I N ( U N L E S S O T H E R W I S E N O T E D ) POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) NOTE: CONTRACTOR SHALL INSTALL SUBDRAIN SUCH THAT NO LOW SPOTS EXISTS. MINIMUM DEPTHS MAY BE ADJUSTED TO MAINTAIN SLOPE. SUBDRAIN OUTLET INTO CONCRETE STRUCTURES DETAIL SCALE NONE 2 C-602 PVC & N-12 PIPE BEDDING SCALE NONE STRUCTURE #1 RESTRICTION PLATE DETAIL SCALE NONE 11 C-602 PLAN VIEW ELEV=1012.44 ELEV=1016.00 6" WIDE CONCRETE WEIR WALL, CENTERED IN MANHOLE 24" INLET PIPE 24" OUTLET PIPE NOTES: 1.RESTRICTOR PLATE SHALL BE INSTALLED SUCH THAT NO PIPES, OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTED. PROFILE VIEW RIM ELEV = 1018.75 ELEV=1014.00 36" 5' CEMENT WALL TO BOTTOM OF STRUCTURE TO MAKE WATERTIGHT DRILL OPENING IN CENTER OF WEIR WALL 3" STRUCTURE #30A HYDRODYNAMIC SEPERATOR DETAIL SCALE NONE 10 C-602 OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE FIREST DEFENSESTRUCTURE TO ASSURE THE EFFECTIVENESS OF STORM WATER QUALITY TREATMENT. 2.CONDUCT INSPECTIONS EVERY 6 MONTHS TO DETERMINE THE RATE OF SEDIMENT AND FLOATABLE ACCUMULATION. RECORD INFORMATION IN A MAINTENANCE LOG TO ESTABLISH A MAINTENANCE SCHEDULE. 3.CLEAN OUT ALL FLOATABLES AND SEDIMENT AT LEAST ONCE A YEAR. FLOATABLES CAN BE REMOVED WITH A SKIMMER, NET OR VACTOR HOSE. SEDIMENT SHALL BE REMOVED BY A VACTOR HOSE. IF UNIT IS FULL AT EVERY INSPECTION, MORE FREQUENT CLEANING AND SEDIMENT REMOVAL WILL BE NECESSARY. 4.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 5.REFER TO MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL DETAILS. 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. 27 " 6" 27 " 5' 24" OUTLET PIPE BEHIND WALL GREASE INTERCEPTOR INSTALLATION DETAILS SCALE NONE 12 C-602 NORMAL POND ELEVATION POND BOTTOM 6' 1' 100-YEAR ELEVATION 3' 1' 10' 12" MIN DEPTH CLAY LINER 1' 2' 1' FLEXAMAT TO EXTEND FROM 1' BELOW NORMAL POND TO 1' ABOVE (SEE SWPPP FOR INSTALLATION DETAILS) DETENTION POND CROSS SECTION SCALE NONE 13 C-602 SLOPE VARIES, 6:1 TYPICAL 1' CLAY LINER TO EXTEND 2' MIN ABOVE NORMAL POOL ELEVATION CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO PROPOSED NORTH 6/7 SCHOOL FOOTPRINT = 112,100 SF FF = 1022.00 W 8" W 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" S SAN SAN SAN D DD D D D D D D W 8" SSANSANSANSANSANSAN S SAN SAN SAN SAN SAN S SA N W8" H Y D GM WV WV G G G G G G G G G G G G G G G G C C C C C C C C C C C C PROPOSED 10' ELECTRIC EASEMENT H Y D HY D WV WV WV H Y D W 6" W 6" W 6" XX X X X X X X X X X X X X X X X X X X X X X X X X 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 W8" BID ALT BUILDING BID ALT BUILDING BID ALT BUILDING 1 0 2 0 1 0 1 9 1 0 2 1 1 0 2 2 102 0 10 2 0 1016 1 0 1 6 101 7 10 1 7 101 7 1 0 1 8 101 81018 10 1 9 1020 10 1 8 10 1 9 101 9 1019 10 1 7 101 8 101 8 1 0 1 7 10 1 8 1 0 1 9 1019 1 0 2 1 1020 1020 1019 10 2 0 10 1 9 102 1 102 1 102 0 10 1 8 101 9 1 0 2 0 1 0 1 9 1021 1022 1023 1023 1020 1021 1022 1023 1021 1020 1019 1021 1020 101 9 1021 1022 10 2 0 10 2 1 10 2 1 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 102 0 1 0 2 1 10 2 1 1 0 2 1 1 0 1 9 102 0 1 0 2 0 10 2 1 10 2 2 10 2 3 1020 10 2 1 10 2 1 10 2 2 102 2 102 0 101 9 102 1 10 2 0 10 1 9 1020 1021 1 0 2 1 1021 1021 1 0 2 0 1020 102 0 10 2 0 10 1 9 1 0 2 0 1 0 1 8 1 0 1 9 1 0 1 8 1018 101 9 1019 1 0 1 8 102 0 1019 10 2 0 10 2 1 1021 1021 1022 1020 1018 101 9 1010 1015 1011101210131014 10161017 1018 1019 1015 1020 1011 1012 1013 1014 10161017 1018 1019 1021 1015 10131014 1016 1015 1014 101610171018 101510161017 1017 1018 1019 1017 1018 1019 1020 1 0 2 0 1 0 2 1 10 2 0 1 0 1 9 1019 10 2 1 10 1 0 1015 1020 10131014 10161017 1018 1019 10 2 1 10171018 H Y D W6"W6"W6"W6" 1 0 1 8 1 0 1 8 10 0 2 1010 1013 H Y D GV F/O F/O I CV F/O F/O 10 2 5 10 3 5 1 0 1 7 10 3 5 1050 103910 3 0 10 2 5 10 2 0 10 2 2 10 2 0 10 2 5 10 3 0 10 4 0 1 0 4 5 10 4 5 10 4 0 10 3 5 1 0 3 0 1 0 2 5 1 0 2 0 15' PUE BK 2022 PG 22407 20'x30' ELECTRIC EASEMENT BK 2022 PG 22408 1 3310853 SF 76.01 AC NW DOUGLAS PKWY (PUBLIC STREET - CONCRETE SURFACE) NW S T R A T F O R D D R (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 SANITARY SEWER EASEMENT BOOK 2020 PG 36611 EX STORM SEWER EASEMENT BOOK 2020 PG 36610 15' PUE BK 2022 PG 22407 G 4"G 4"G 4"G 4" G4" G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4" G G WV W8" WV W8" W8" H Y D H Y D H Y D HY DWV H Y D WV COST6"ST 6"ST 6"ST 6"ST 6"CO SA N W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" DDD DD S W8" W 8" 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W4" WV WV W V WV H Y DHYD SA N SA N SA N SA N SAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN D D S S SS S D WV WV HY D H Y D WVWVWVHYD WV ST 30" SA N 8" W12"W 12" W8" CO CO CO CO CO CO CO CO CO CO CO 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 X X X X X X CONCESSIONS BUILDING 10'x38' DUGOUT 10 3 010 3 5 1015 1012 1013 101 4 1016 1017 101 8 1019 10 1 9 10 2 0 10 2 1 10221020 1018 1019 1021 1022 10 2 3 1020 1020 1019 1019 1021 1021 102 1 1 0 1 5 1 0 2 0 1 0 1 4 1 0 1 6 10 1 7 10 1 8 1019 10 2 1 1022 1 0 2 0 1 0 1 8 1 0 1 9 1 0 2 1 1 0 1 5 10 1 3 1 0 1 4 101 6 1 0 1 7 10 1 8 1 0 1 9 101 9 102 0 102 0 10 1 7 10 1 8 10 1 9 102 1 10 2 1 102 2 1022 10 2 0 1020 101 7 10 1 8 10 1 9 10 2 1 1 0 2 1 10 2 2 1 0 2 2 1016 1017 101 8 1015 101 6 10 1 7 1015 10 1 6 101 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 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 F/O F/O F/O F/O F/O F/O 10 1 5 1013 101 4 10 1 6 10 1 7 10 1 8 102 010201021 1021 1022 1022 10 2 0 1 0 1 8 1 0 1 9 1 0 2 1 1020 1018 1018 1019 101 9 10 2 0 1018 10 1 9 1 0 2 0 1 0 2 1 1 0 1 8 10 1 8 101 9 1019 1020 ROCK CONSTRUCTION ENTRANCE POSSIBLE ROCK STAGING & PARKING AREA W/ TEMPORARY RESTROOM FACILITIES & DUMPSTER 50 ' APPROXIMATE LIMITS OF DISTURBANCE SF SF INLET PROTECTION, TYP SILT FENCE, TYP SITE DISCHARGE LOCATION TO AN UNNAMED TRIBUTARY OF LITTLE WALNUT CREEK SITE DISCHARGE LOCATION TO AN UNNAMED TRIBUTARY OF LITTLE WALNUT CREEK EXISTING TOPSOIL STOCKPILE (CONTRACTOR SHALL USE, RELOCATE AS NECESSARY AND RE-SPREAD) APPROXIMATE LIMITS OF DISTURBANCE SF SFSF SFSF 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF INLET PROTECTION, TYP INLET PROTECTION, TYP INLET PROTECTION, TYP INLET PROTECTION, TYP INLET PROTECTION, TYP 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF S F SFSF SF SF SF SF SF SF SF SF SILT FENCE, TYP SILT FENCE, TYP SILT FENCE, TYP SILT FENCE, TYP 4,100± SY SUDAS TYPE 2.D RECP 37' 413' 49 ' 490LF 8' WIDE FLEXAMAT W/ CURLEX II UNDERLAYMENT 45 ' 56' SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF S F SFSF SF S F SF SF 185LF 8' WIDE FLEXAMAT W/ CURLEX II UNDERLAYMENT 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 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 NE W W A U K E E 6 / 7 M I D D L E S C H O O L 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 1018v JANUARY 2023 10/25/22 - 1ST CITY SET 11/08/22 - 2ND CITY SET 11/22/22 - 3RD CITY SET STORM WATER POLLUTION PREVENTION PLAN 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 LINEGROUND 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 2 \ 2 2 0 3 9 4 W A U K E E N O R T H M I D D L E S C H O O L \ D W G \ C 7 S W P P P . D W G 12 / 5 / 2 0 2 2 3 : 2 9 : 3 1 P M C-701 EROSION CONTROL PLAN GRAPHIC SCALE 040 20 40 80 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. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050. 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.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. 11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES. 12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS. 13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES. 14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING 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. EROSION CONTROL QUANTITIES: DISTURBED AREA 18.5 ACRES (NPDES PERMIT IS REQUIRED) SILT FENCE 3,200 LF INLET PROTECTION 32 EA SUDAS TYPE 2.D RECP 4,100 SY FLEXAMAT 570 LF CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA PERMANENT SOD 111,000 SF PERMANENT SEEDING 8.0 ACRES CLASS D RIP RAP 10 TONS **SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS** TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY *NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS. NORMAL POND ELEVATION 1' 1' FLEXAMAT TO EXTEND FROM 1' BELOW NORMAL POND TO 1' ABOVE FLEXAMAT POND EDGE DETAIL NOT TO SCALE SLOPE VARIES, 6:1 TYPICAL SUDAS TYPE 2.D RECP SEE PLAN FOR LIMITS 24"24" FLEXAMAT SECTION MEET, INSTALL TIGHT TO ONE ANOTHER 4' WIDE CURLEX II (OR APPROVED EQUAL) UNDERLAYMENT SEAM, 24" UNDER BOTH MATS CONSTRUCTION NOTES: 1.GRADE A UNIFORM SLOPE. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF FLEXAMAT SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATS WITH NO SHARP OR ABRUPT BREAKS IN THE GRADE. 2.APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TO INSTALLATION OF MATS. USE SEED AND /OR TOPSOIL PER PROJECT SPECIFICATIONS. 3.INSTALL FLEXAMAT TO THE LINE AND GRADE SHOWN ON THE PLANS. ROLL WIDTHS ARE 4', 5.5' 8', 10', 12', & 16' OF VARIOUS LENGTHS. MATS SHALL BE INSTALLED SO THAT THE FLEXAMAT EXTENDS 2' PAST THE TOE OF THE SLOPE. TOP OF MAT AT CREST OF SLOPE SHALL BE BURIED IN AN 18" ANCHOR TRENCH. 4.AT ALL SEAMS IN MAT, INSTALL A 4' SECTION OF THE CURLEX II UNDERLAYMENT. IT SHALL BE INSTALLED UNDER SEAMS, WITH 2' OF THE UNDERLAYMENT UNDER EITHER SIDE OF THE SEAM. 5.FLEXAMAT SECTIONS MUST FIT TIGHTLY NEXT TO EACH OTHER WITH NO GAPS OR VOIDS BETWEEN SECTIONS OF MAT. A CONCRETE SAW MAY BE NECESSARY TO CUT MAT TO FIT TIGHTLY TO ADJACENT SECTION OF MAT FOR SHARP CURVES. 6.CITY INSPECTOR SHALL BE ON SITE AT TIME OF INSTALLATION. IF INSPECTOR IS NOT ONSITE OR HAS NOT GIVEN APPROVAL TO INSTALL, MATTING MAY BE SUBJECT TO COMPLETE REMOVAL AND REINSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH CITY INSPECTOR. 18" U ANCHORS INSTALLED IN 2' INCREMENTS BEHIND FIRST BLOCK TOP, MIDDLE & BOTTOM 18" U ANCHORS INSTALLED IN 2' INCREMENTS ACROSS OVERLAP. INSTALL ANCHOR BEHIND BLOCK SO THAT ANCHOR IS TIGHT TO SUBGRADE MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. PRECAST EL: 31' -4" T.O. SHOP/MUSIC MAS EL: 22' -0" FACEBRICK BMETAL WALL PANELS PRECAST CONCRETE ALUMINUM WINDOW UNITS, TYPALUMINUM STOREFRONT FRAMING ALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. PRECAST EL: 31' -4" T.O. SHOP/MUSIC MAS EL: 22' -0" T.O. MEZZ. PRECAST EL: 27' -4" FACEBRICK B METAL WALL PANELS PRECAST CONCRETE ALUMINUM WINDOW UNITS, TYP MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ STUD EL: 40' -3" FACEBRICK B METAL WALL PANELS ALUMINUM WINDOW UNITS, TYP ALUMINUM STOREFRONT FRAMINGALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ STUD EL: 40' -3" FACEBRICK BMETAL WALL PANELS ALUMINUM WINDOW UNITS, TYP ALUMINUM STOREFRONT FRAMING ALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. SHOP/MUSIC MAS EL: 22' -0" FACEBRICK B METAL WALL PANELS frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE NORTH MIDDLE SCHOOL WAUKEE, IOWA 1/8" = 1'-0"DD-01 2 SOUTH ELEVATION - WEST - COLORED 1/8" = 1'-0"DD-01 1 SOUTH ELEVATION - WEST - COLORED 1/8" = 1'-0"DD-01 3 SOUTH ELEVATION - EAST 1/8" = 1'-0"DD-01 4 SOUTH ELEVATION - EAST - COLORED 1/8" = 1'-0"DD-01 5 EAST MUSIC ELEVATION - COLORED MATERIAL PERCENTAGES FOR ALL ELEVATIONS METAL PANELS - 26% FACEBRICK - 43% PRECAST CONCRETE - 14% GLAZING - 17% MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ STUD EL: 40' -3" FACEBRICK B METAL WALL PANELS ALUMINUM WINDOW UNITS, TYPALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. CAFETERIA MAS EL: 22' -8" T.O. MEZZ STUD EL: 40' -3" FACEBRICK B METAL WALL PANELS ALUMINUM WINDOW UNITS, TYP ALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. CAFETERIA MAS EL: 22' -8" T.O. PRECAST EL: 31' -4" T.O. MEZZ MASONRY EL: 24' -8" METAL WALL PANELSPRECAST CONCRETE ALUMINUM WINDOW UNITS, TYP ALUMINUM STOREFRONT FRAMING ALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A MECHANICAL SCREEN FACEBRICK B MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. PRECAST EL: 31' -4" T.O. SHOP/MUSIC MAS EL: 22' -0" T.O. MEZZ. PRECAST EL: 27' -4" METAL WALL PANELS PRECAST CONCRETE FACEBRICK B ALUMINUM CURTAINWALL FRAMING MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ MASONRY EL: 24' -8" FACEBRICK B METAL WALL PANELS FACEBRICK ATRASH ENCLOSURE GATES MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" METAL WALL PANELS ALUMINUM WINDOW UNITS, TYP ALUMINUM CURTAINWALL FRAMINGFACEBRICK B FACEBRICK A frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE NORTH MIDDLE SCHOOL WAUKEE, IOWA 1/8" = 1'-0"DD-02 1 NORTH ELEVATION - EAST 1/8" = 1'-0"DD-02 2 NORTH ELEVATION - EAST - COLORED 1/8" = 1'-0"DD-02 4 NORTH ELEVATION - WEST 1/8" = 1'-0"DD-02 5 NORTH ELEVATION - WEST - COLORED 1/8" = 1'-0"DD-02 6 WEST ELEVATION 1/8" = 1'-0"DD-02 3 WEST CLASSROOM ELEVATION - COLORED MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ STUD EL: 40' -3" METAL WALL PANELS ALUMINUM WINDOW UNITS, TYPALUMINUM CURTAINWALL FRAMINGFACEBRICK BFACEBRICK A ALUMINUM SUNSHADE, TYP MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" METAL WALL PANELS ALUMINUM WINDOW UNITS, TYP FACEBRICK BFACEBRICK A ALUMINUM SUNSHADE, TYP MAIN LEVEL EL: 0" T.O. MASONRY EL: 29' -4" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. MEZZ STUD EL: 40' -3" METAL WALL PANELSALUMINUM WINDOW UNITS, TYP ALUMINUM CURTAINWALL FRAMINGFACEBRICK B FACEBRICK A MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. CAFETERIA MAS EL: 22' -8" T.O. PRECAST EL: 31' -4" T.O. MEZZ MASONRY EL: 24' -8" MECHANICAL SCREENPRECAST CONCRETE ALUMINUM WINDOW UNITS, TYPALUMINUM CURTAINWALL FRAMING ALUMINUM SUNSHADE, TYP FACEBRICK A FACEBRICK BMETAL WALL PANELS MAIN LEVEL EL: 0" UPPER LEVEL/T.O. MAS EL: 14' -8" T.O. PRECAST EL: 31' -4" T.O. SHOP/MUSIC MAS EL: 22' -0" PRECAST CONCRETEFACEBRICK A FACEBRICK B METAL WALL PANELS ALUMINUM WINDOW UNITS, TYP ALUMINUM CURTAINWALL FRAMING frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE NORTH MIDDLE SCHOOL WAUKEE, IOWA 1/8" = 1'-0"DD-03 1 EAST ELEVATION - COLORED 1/8" = 1'-0"DD-03 3 EAST CLASSROOM ELEVATION - COLORED 1/8" = 1'-0"DD-03 4 WEST CLASSROOM ELEVATION 1/8" = 1'-0"DD-03 5 EAST COMMONS/KITCHEN ELEVATION - COLORED 1/8" = 1'-0"DD-03 2 WEST ELEVATION - COLORED