Planning & Zoning Commission

DeKalb Municipal Building Council Chambers 200 S. Fourth St., 2nd Floor DeKalb, IL 60115 AGENDA Planning and Zoning Commission March 21, 2018 6:00 PM A. ROLL CALL B. APPROVAL OF AGENDA (Additions or Deletions) C. APPROVAL OF MINUTES 1. February 21, 2018 D. PUBLIC PARTICIPATION (Open Floor to Anyone Wishing to Speak on Record) E. NEW BUSINESS 1. Public Hearing on a petition by Stefan Wereminski, applicant, and Blackhawk Road, LLC, owner, to amend Planned Development Ordinance No. 2017-028 to eliminate the requirement for a commercial kitchen and amend the Final Plans regarding the parking lot, handicap accessibility and landscaping at the Sigma NU Fraternity located at 1114 Blackhawk Road. 2. Public Hearing on a petition by DeKalb Community Unit School District 428 for approval of a Special Use Permit to allow for the addition of a 32-space parking lot to the east of the existing school building located at 821 S. 7th Street (Founders Elementary School), which is zoned “SFR2” Single Family Residential District. F. REPORTS G. ADJOURNMENT  MINUTES CITY OF DEKALB PLANNING AND ZONING COMMISSION February 21, 2018 The Planning and Zoning Commission held a Meeting on February 21, 2018 at the City of DeKalb Municipal Building, 200 S. Fourth St., DeKalb, Illinois. Chair Atherton called the meeting to order at 6:00 PM. A. ROLL CALL Principal Planner, Dan Olson called the roll. Planning and Zoning Commission members present were Chair Christina Atherton, Katharina Barbe, Jerry Wright, Matthew Crull, Deborah Nier and Vicki Buckley. David Castro was absent. City staff present included Principal Planner Dan Olson. B. APPROVAL OF THE AGENDA (Additions/Deletions) Chair Atherton requested a motion to approve the February 21, 2018 agenda as presented. Ms. Barbe motioned to approve the agenda as presented, Ms. Buckley seconded the motion, and the motion was approved by unanimous voice vote. C. APPROVAL OF MINUTES February 7, 2018 – Ms. Buckley motioned to approve the minutes as presented. Mr. Wright seconded the motion, and the motion was approved by unanimous voice vote. D. PUBLIC PARTICIPATION (Open Floor to Anyone Wishing to Speak on Record) None E. NEW BUSINESS 1. Public Hearing on a petition by Stefan Wereminski, applicant, and Blackhawk Road, LLC, owner, to amend Planned Development Ordinance No. 2017-028 to eliminate the requirement for a commercial kitchen and amend the Final Plans regarding the parking lot, handicap accessibility and landscaping at the Sigma NU Fraternity located at 1114 Blackhawk Road. Chair Atherton opened the public hearing. Principal Planner Olson went through the staff report dated February 16, 2018 provided in the Commissioner’s packets. He noted the history of the project and Planning and Zoning Commission February 21, 2018 Page 2 of 3 summarized the request. He said a temporary certificate of occupancy issued to the fraternity expires on February 28, 2018, and conditions made part the certificate included requiring the owner to add an accessible lift, replacing all doors and submitting a zoning application to eliminate the commercial kitchen requirement in their Planned Development Ordinance. He stated the City did receive a zoning application to amend the Ordinance to remove the commercial kitchen requirement, however the work on the accessible lift and doors is not yet complete. Mr. Olson mentioned the City and owner have been working together and will be meeting to discuss the schedule for completion of the required work. He said staff is recommending the public hearing be continued to Wednesday, March 21, 2018 so the conditions in the temporary certificate of occupancy can be adequately addressed. Chair Atherton gave the public one more chance to speak. There was none and the hearing was closed. Chair Atherton asked the Commissioners if they had further discussion. There was none. Mr. Crull moved that the Planning and Zoning Commission continue the public hearing to Wednesday, March 21, 2018 at 6:00 pm in the City Council Chambers. Ms. Barbe seconded the motion. The motion was approved by unanimous voice vote of the members present. F. REPORTS Mr. Olson mentioned the City Council approved the special use permit for the antenna and equipment upgrades for T-Mobile at 507 E. Taylor St. at their February 12th meeting. He stated the next Planning and Zoning Commission meeting is scheduled for March 7th, however there are no public hearings scheduled or agenda items yet, so it will likely be canceled. Mr. Olson said the next scheduled Commission meeting after March 7th is March 21st, where there will be the continued public hearing for 1114 Blackhawk Rd. and another hearing. Mr. Olson reminded the Commission to make sure they advise staff if they will be absent for a meeting. G. ADJOURNMENT Ms. Barbe motioned to adjourn, Mr. Wright seconded the motion, and the motion was approved by unanimous voice vote. The meeting adjourned at 6:05 PM. Planning and Zoning Commission February 21, 2018 Page 3 of 3 Respectfully Submitted, Dan Olson, Principal Planner Minutes were approved by the Planning and Zoning Commission on _______________.  City of DeKalb Planning and Zoning Commission Staff Report DATE: March 16, 2018 TO: Planning and Zoning Commission Members FROM: Jo Ellen Charlton, Community Development Director Dan Olson, Principal Planner SUBJECT: 1114 Blackhawk Road - Public Hearing Public Hearing - Amend Planned Development Ordinance No. 2017-28 to eliminate the requirement for a commercial kitchen and amend the Final Plans regarding the parking lot, handicap accessibility and landscaping at the Sigma NU Fraternity located at 1114 Blackhawk Road Background On May 22, 2017 the City Council approved Ordinance 2017-28 to re-zone the .7 acre site at 1114 Blackhawk Road to the “PD-R” Planned Development Residential District to allow the re-establishment of a fraternity of up to 45 residents. The Sigma NU Fraternity was issued a temporary certificate of occupancy in late November, 2017 to occupy the building. The certificate expired on February 28, 2018. Conditions were included with the temporary certificate of occupancy including requiring the owner to add an accessible lift, replacing all doors and submitting a zoning application to eliminate the commercial kitchen requirement. The City did receive a zoning application to amend the Ordinance to remove the commercial kitchen requirement, however the work on the accessible lift and doors is not yet complete. The initial public hearing scheduled for February 21, 2018 was continued to March 21, 2018 because the work was not complete. The City and owner have been meeting to discuss the schedule for completion of the required work, however it has not been completed yet. We would recommend the hearing be continued so the conditions in the temporary certificate of occupancy can be adequately addressed. Sample Motion I move that the public hearing for 1114 Blackhawk Road be continued to Wednesday, April 18, 2018 at 6:00 PM in the DeKalb City Council Chambers.  COMMUNITY DEVELOPMENT DEPARTMENT STAFF REPORT March 16, 2018 TO: DeKalb Planning and Zoning Commission FROM: Jo Ellen Charlton, Community Development Director Dan Olson, Principal Planner RE: Special Use Permit for a Parking Lot Addition – 821 S. 7th St. (Founders Elementary School) I. GENERAL INFORMATION A. Purpose Approval of a Special Use Permit to allow for the addition of a 32-space parking lot to the east of the existing school building. B. Location/Size 821 S. 7th St./15.12 acres C. Petitioner DeKalb Community School District 428 D. Existing Zoning SFR-2 Single Family Residential District E. Existing Land Use Public Elementary School F. Proposed Land Use Parking Lot Addition to Existing School Site G. Surrounding Zoning and Land Use North: RC-1 – Single-Family Residential, Park South: SFR-2– Single-Family Residential East: SFR-2– Single-Family Residential West: GC – Various Commercial Uses H. Comprehensive Plan Designation Institutional II. APPLICANT'S REQUEST The applicant, DeKalb Community School District 428 (School District), is requesting approval of a special use permit to allow for the addition of a 32-space parking lot to the east of the existing school building. A public elementary school is listed as special use in the “SFR-2” Single-Family Residential Zoning district in the Unified Development Ordinance (UDO). The School District received special use permits in 1993 and 1998 for expansions to the building when it was Huntley Middle School. III. BACKGROUND AND ANALYSIS The School District would like to add a 32-space one-way parking lot to the east of the existing school building. There are 18 parking spaces currently to the northeast of the building and there is a need for additional parking spaces for visitors and staff. Page 2 of 7 The school was built in 1953 with additions in 1975, 1994, and 1998. It was Huntley Middle School up to 2011 and then became Founders Elementary School. The current enrollment is 575 students in grades K-5 with approximately 90 full-time staff members and some part-time staff. Program changes, including additional special education classes, and increased enrollment at the school has resulted in the need for more parking spaces. With the additional special education classes, there is also an increased number of meetings which adds to the number of visitors, support staff, administrators, and parents coming to the school on a daily basis. Currently, the total number of parking spaces is 85 on-site, which accommodates staff, visitors, and handicapped motorist. With the approximately 90 full-time staff members at the school along with additional part-time employees and visitors, the School District estimates that on a daily basis they are short about 20 parking spaces. Vehicles that cannot park in one of the designated spaces usually park along the one-way drive to the east of the building, however they must be removed during drop off or pick up times because they conflict with buses and other motorists. The new parking lot is proposed on the east side of the building because there is a playground area to the west of the building that would not be conducive for additional parking. In addition, the only area for visitors to enter the school is at the northeast side of the building. A site plan including a landscape plan and photometric plan were provided by the School District. The plan reflects a new 32 space parking lot to the east of the existing school building that will have one-way traffic. It will connect to the north to an existing east-west drive that goes to S. 7th St. and Taylor St. and will connect to the south to the existing one-way drive that leads to S. 7th St. The proposed spaces and drive-aisle meet the design requirements of the UDO and there will be a sidewalk added to the west side of the parking lot that will connect to the existing path system at the school. Based upon the frontage of the new parking lot along S. 7th St., the landscaping requirements of the UDO calls for six new trees and 22 shrubs. There are currently six smaller shade trees in the area of the new parking lot that will be transplanted. Two trees (16” and 28”) will be lost and one tree (18”) will be saved to make way for the parking lot. Five of the shade trees that are being transplanted will be moved to the area between the new parking lot and S. 7th St. and one will be planted in the area by the two existing paring areas to the north along with two new shade trees. The 22 required shrubs will be planted in front of the two existing parking areas in order to provide some screening from E. Taylor St. and S. 7th St. Staff worked with the applicant, provided direction, and allowed flexibility in where the required landscaping could be planted. The intent was to plant the required landscaping in areas east of the building that would be most beneficial. The School District will be adding two new light poles to the west side of the proposed parking lot and are reflected on the plan. A photometric plan was submitted by the district and meets the requirements of the UDO. An e-mail from Rich Kakkuri of 418 Culver St. indicating his support of the request was received on March 6th and is provided in the Commission’s packet. Page 3 of 7  View from S. 7th St. View from the South looking North IV. STANDARDS OF A SPECIAL USE 1. The proposed special use complies with all provisions of the applicable district regulations. The school has been located on the subject property since the 1953. The subject property is zoned “SFR-2” Single-Family Residential, which requires a special use for public schools. The proposed 32 space parking lot meets all zoning requirements of the “SFR-2” District and the UDO. 2. The proposed special use will not be unreasonably detrimental to the value of other property in the neighborhood in which it is to be located or to the public welfare at large. The proposed special use will not have a detrimental effect on the adjacent properties or land uses. A school has existed on the site since 1953 with three expansions and there is an adjacent 18 space parking area next to the proposed new parking lot. The proposed new parking area will be situated at a location that meets all zoning requirements of the UDO and will not be detrimental to property values in the surrounding neighborhood. 3. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with it, and the location of the site with respect to streets giving access to it are such that the special use will not dominate the immediate neighborhood so as to prevent development and use of neighboring property in accordance Page 4 of 7 with the applicable zoning district regulations. The surrounding area is already developed with single-family residential uses, a park and commercial uses to the far west. The school has existed on the site since 1953. The special use will not dominate the immediate area and will not prevent development on the neighboring properties. The proposed parking lot will be in an area that fits in with and compliments the existing parking lot and driveways to the east of the building. 4. Adequate utility, drainage and other such necessary facilities have been or will be provided. Adequate public services are already provided to the subject site. The appropriate utilities will be provided for the new parking lot including stormwater drainage and lighting. 5. The proposed use, where such developments and uses are deemed consistent with good planning practice, or can be operated in a manner that is not detrimental to the permitted developments and uses in the district; can be developed and operated in a manner that is visually compatible with the permitted uses in the surrounding area; shall in all other respects conform to the applicable regulations of the district in which it is located; and is deemed essential or desirable to preserve and promote the public health, safety and general welfare of the City of DeKalb. The site plan, photometric plan and landscape plan submitted by the applicant indicates compliance with the UDO. The proposed parking area is designed in a manner that will be compatible with the surrounding area. In addition, the parking lot expansion will allow the School District to better serve the educational needs of the community, which promotes the public health, safety and general welfare of the City. V. CONCLUSIONS AND RECOMMENDATIONS Staff would recommend approval of the special use request, which will allow the school district to provide additional parking for visitors and staff. The special use will be in compliance with the UDO and will not be detrimental to the surrounding area. Sample Special Use Permit Motion: Based upon the submitted petition and testimony presented, I move that the Planning and Zoning Commission forward its findings of fact and recommend to the City Council approval of a Special Use Permit to allow for the addition of a 32-space parking lot to the east of Founders Elementary School located at 821 S. 7th St., subject to the conditions listed on Exhibit A. Page 5 of 7  Exhibit A 1. The proposed parking lot shall be located and constructed in the area as indicated on the Site Plan and Landscape Plan dated February 19, 2018, (Sheets C01, C02, C04, C05 and C06) prepared by ARC Design Resources, Inc. and Richard L. Johnson Associates, and Sheet C03 dated March 8, 2018, prepared by ARC Design Resources, Inc. and Richard L. Johnson Associates and the Photometric Plan dated March 1, 2018, prepared by Systems Design Service Engineering labeled as Exhibit B. 2. All staff comments shall be addressed prior to the final consideration by the City Council. Page 6 of 7  GENERAL NOTES AND CONDITIONS STORM SEWER 1. ALL EARTHWORK, GRADING AND PAVING SHALL BE PERFORMED IN ACCORDANCE WITH 1. ALL STORM SEWER PIPE GENERICALLY SHOWN CAN BE OF ANY OF THE FOLLOWING: STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS, STATE REINFORCED CONCRETE CULVERT PIPE CLASS IV, PVC SDR 35, HDPE DOUBLE WALL (ADS OF ILLINOIS DEPARTMENT OF TRANSPORTATION, CURRENT EDITION, AND ALL N-12), OR PVC SCHEDULE 40 AS A NO COST APPROVED ALTERNATE. IF SHOWN ON THE EXHIBIT B REVISIONS AND SUPPLEMENTS THERETO, AND THE REQUIREMENTS AND PLANS AS A SPECIFIC MATERIAL TYPE, CONTRACTOR SHALL USE THAT TYPE. SPECIFICATIONS OF THE CITY OF DEKALB. IN ADDITION, REFERENCE THE PROJECT MANUAL FOR ADDITIONAL SPECIFICATION REQUIREMENTS. WHERE IN CONFLICT, THE 2. ALL STORM SEWERS UNDER AND WITHIN TWO FEET OF ANY EXISTING OR PROPOSED WRITTEN SPECIFICATIONS SHALL GOVERN. PAVEMENT OR SIDEWALK SHALL BE BACKFILLED WITH GRANULAR BACKFILL MATERIAL IDOT GRADATION FA-6 OR APPROVED EQUAL. (GRADE 8 OR GRADE 9). 2. THE DEKALB SCHOOL DISTRICT MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OR RESUMPTION OF ANY WORK. 3. ANY FIELD TILES ENCOUNTERED SHALL BE RECONNECTED OR CONNECTED TO THE STORM SEWER SYSTEM. THE SIZE, LOCATION, AND DEPTH OF THE TILES SHALL BE NEW PARKING LOT PROJECT AT 3. THE CONTRACTOR SHALL KEEP CAREFUL MEASUREMENTS AND RECORDS OF ALL RECORDED BY THE CONTRACTOR AND IMMEDIATELY REPORTED TO THE OWNER, CITY, DEKALB CUSD #428 CONSTRUCTION AND SHALL FURNISH THE OWNER WITH RECORD DRAWINGS UPON AND THE ENGINEER COMPLETION OF HIS WORK. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. THIS INCLUDES SANITARY SEWER, WATER MAIN, STORM SEWER, TELEPHONE, ELECTRIC, GAS, AND CABLE TELEVISION, IF ANY. THE J.U.L.I.E. NUMBER IS EARTHWORK, GRADING AND PAVING 1-800-892-0123. ALL PROPOSED SIDEWALK AREAS SHALL BE STRIPPED OF ALL TOPSOIL AND UNSUITABLE THE CONTRACTOR SHALL HIRE A PRIVATE LOCATING COMPANY AT HIS EXPENSE TO MATERIAL AND EXCAVATED OR FILLED TO WITHIN 0.10 FEET OF DESIGN SUBGRADE. LOCATE ALL PRIVATE UTILITIES ON SITE. THIS EXPENSE SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 2. THE SUBGRADE OF PAVEMENT AREAS SHALL BE FREE OF ALL UNSUITABLE MATERIAL AND SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF STANDARD PROCTOR DENSITY. 5. ANY EXCESS DIRT OR MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR OFFSITE AS DIRECTED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. 3. THE SUBGRADE SHALL BE PROOF ROLLED, INSPECTED AND APPROVED PRIOR TO FOUNDERS ELEMENTARY SCHOOL FOR PLACING THE BASE MATERIAL. 6. ALL STRUCTURES, INLETS, PIPES, SWALES AND ROADS MUST BE KEPT CLEAN AND FREE OF DIRT AND DEBRIS AT ALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF SPOIL MATERIAL FROM THE UNDERGROUND CONTRACTORS, BACKFILLING AND COMPACTING SOIL BEHIND THE CURB 7. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SIGNS, BARRICADES, AND GUTTER, PREPARING THE ROADWAY SUBGRADE, PROOF ROLLING, PLACING TOPSOIL FENCING, TRAFFIC CONTROL DEVICES AND MEASURES, AND ALL OTHER MEASURES THAT TO A MINIMUM DEPTH OF 4 INCHES TO FINISHED GRADE IN THE PARKWAYS AND ALL ARE NECESSARY TO PROTECT THE SAFETY OF THE SITE AT ALL TIMES. ALL TRAFFIC AND DEKALB, ILLINOIS OTHER TASKS AS DIRECTED BY THE OWNER OR ENGINEER. PEDESTRIAN CONTROL MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH CURRENT MUTCD AND STATE ILLINOIS STANDARDS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE AT THE CONCLUSION OF EACH WORKING DAY. 8. THE CONTRACTOR, BY AGREEING TO PERFORM THE WORK, AGREES TO INDEMNIFY AND HOLD HARMLESS THE OWNER, THE ENGINEER, THE CITY OF DEKALB, AND ALL AGENTS 6. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL SUBGRADE PREPARATION, PROOF AND ASSIGNS OF THOSE PARTIES, FROM ALL SUITS AND CLAIMS ARISING OUT OF THE ROLLING, THE PAVEMENT BASE, BINDER, AND SURFACE, AND ALL FINAL CLEAN-UP AND PERFORMANCE OF SAID WORK, AND FURTHER AGREES TO DEFEND OR OTHERWISE PAY RELATED WORK ASSOCIATED WITH THE PAVING OPERATION. ALL LEGAL FEES ARISING OUT OF THE DEFENSE OF SAID PARTIES. 7. CURING AND PROTECTION OF ALL CONCRETE SHALL BE IN STRICT CONFORMANCE WITH 9. ALL ELEVATIONS ARE USGS DATUM. THE PROVISIONS OF SECTION 1020.13 OF STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS. 10. ANY FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECORDED SHOWING SIZE, LOCATION, AND DEPTH BY THE CONTRACTOR, AND EITHER RICHARD L. JOHNSON ASSOCIATES ARCHITECTS RECONNECTED AND REROUTED OR CONNECTED TO THE STORM SEWER SYSTEM. THE OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ENCOUNTERING ANY TILE. 11. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO SOIL EROSION AND SEDIMENT CONTROL COMMENCING WORK. THE CONTRACTOR SHALL ALSO FIELD VERIFY THE LOCATION AND ELEVATION OF EXISTING PIPE INVERTS, CURB OR PAVEMENT WHERE MATCHING INTO EXISTING WORK. THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL CONTROL BY 1. TOTAL AREA OF BARE SOIL DISTURBED IS LESS THAN 1 ACRE SITE SO THE NPDES REFERENCING PROPERTY CORNERS TO KNOWN PROPERTY LINES. NOTIFY THE ENGINEER GENERAL PERMIT IS NOT REQUIRED. HOWEVER THE CONTRACTOR SHALL FOLLOW THE OF DISCREPANCIES IN EITHER VERTICAL OR HORIZONTAL CONTROL PRIOR TO NPDES GENERAL PERMIT AS RECOMMENDED PRACTICE. PROCEEDING. 2. ANY DISTURBED AREAS SHALL BE KEPT TO A PRACTICAL MINIMUM. 12. PROPERTY CORNERS SHALL BE CAREFULLY PROTECTED UNTIL THEY HAVE BEEN REFERENCED BY A PROFESSIONAL LAND SURVEYOR. 3. ALL INLETS, STRUCTURES, PIPES, SWALES, AND ROADS SHALL BE KEPT CLEAN AND FREE OF DIRT AND SILT. 13. CONTRACTOR SHALL USE THE OWNER'S ENGINEER, ARC DESIGN RESOURCES FOR CONSTRUCTION LAYOUT SERVICES AND SHALL CONTACT ARC DESIGN RESOURCES 4. STOCKPILES SHALL HAVE A BERM OR TRENCH AROUND THE CIRCUMFERENCE TO DIRECTLY TO NEGOTIATE REQUIRED SCOPE OF SERVICES AND FEE. CONTRACTOR SHALL CONTROL SILT IF NEEDED. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN TWO INCLUDE ALL NECESSARY CONSTRUCTION LAYOUT IN HIS BID. WEEKS, IT MUST HAVE SUFFICIENT VEGETATION TO CONTROL BOTH WATER AND WIND EROSION. 14. OWNER WILL HIRE AND PAY FOR THE COST OF AN INDEPENDENT TESTING AGENCY TO TEST THE COMPACTION OF GRANULAR BASE, CONCRETE AND ASPHALT PAVEMENT. 5. STRAW BALES FIRMLY ANCHORED SHALL BE PLACED AROUND ALL INLETS, CATCH BASINS, AND SWALES THAT RECEIVE SILTY RUNOFF DURING THE COURSE OF 15. THE CONTRACTOR SHALL INCLUDE A TOTAL OF 200 CUBIC YARDS OF UNDERCUT FOR CONSTRUCTION. REMOVAL OF UNSUITABLE SOIL AND REPLACEMENT WITH COMPACTED GRANULAR FILL IN THEIR BASE BID. A UNIT COST SHALL BE PROVIDED FOR THIS WORK. ACTUAL FIELD 6. ALL SOIL EROSION CONTROL MEASURES MUST MEET THE REQUIREMENTS OF THE CITY MEASUREMENTS SHALL BE USED TO ADJUST THE FINAL PAYMENT DUE TO THE OF DEKALB. CONTRACTOR, WHETHER LESS OR MORE THAN THE NOMINAL AMOUNT INCLUDED IN THE BID PRICE. 7. THE CONTRACTOR SHALL PLACE STRAW WADDLES AROUND ALL PROPOSED DRAINAGE STRUCTURES WITH OPEN LIDS (CATCH BASINS AND INLETS) THROUGHOUT THE ENTIRE DEMOLITION NOTES SITE. 8. ALL EARTH STOCKPILES SHALL BE SURROUNDED WITH SILT FENCE. 1. DISPOSAL OF ALL MATERIALS SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF SITE. CONTRACTOR 9. EXCESS TOPSOIL AND EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. SHALL BE RESPONSIBLE FOR REMOVAL OF ALL MATERIALS FROM THE SITE ALONG WITH CONSTRUCT TEMPORARY SITE ACCESS POINTS USING AN AGGREGATE SURFACE. DO ALL ASSOCIATED PERMITS AND REGULATORY REQUIREMENTS. NOT TRACK OR SPILL DIRT CLUMPS ONTO ADJACENT ROADWAYS. IF DIRT IS DEPOSITED ON PUBLIC PAVEMENTS, REMOVE THE DIRT AND CLEAN THE PAVEMENT. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITY SERVICES TO ADJACENT LOTS. INTERRUPTION OF SERVICES TO ADJACENT LOTS SHALL NOT OCCUR WITHOUT 10. ALL DISTURBED AREAS SHALL BE RESTORED PER THE SOD RESTORATION DETAIL SHOWN SHEET IDENTIFICATION PROPER APPROVAL. 48 HRS NOTICE SHALL BE GIVEN TO THE PROPERTY OWNERS PRIOR ON THE PLANS. TO THE CONNECTION OF THE NEW SERVICES. 3. THE CONTRACTOR SHALL MAINTAIN ALL ADJACENT EXISTING PARKING, SIDEWALKS, DRIVES, ETC. TO BE CLEAR AND FREE OF ANY CONSTRUCTION ACTIVITY AND/OR RESTORATION GENERAL NOTES EXCAVATED AND HAULED MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM ADJACENT SITES. 1. UNLESS SPECIFIED ON THE DRAWINGS, ALL DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM 4" IMPORTED TOPSOIL, SEEDING IDOT CLASS 1 LAWN MIX, AND 4. THE CONTRACTOR SHALL PERFORM A FULL-DEPTH SAW CUT ALONG THE PERIMETER OF COVERED WITH EROSION CONTROL BLANKET NAG S150 OR BETTER. PAVEMENT REMOVAL THAT ABUTS EXISTING PAVEMENT THAT IS TO REMAIN. 2. CONTRACTOR SHALL WATER AND MAINTAIN NEW SEED FOR A PERIOD OF 30 DAYS 5. ANY DAMAGE SUSTAINED BY ITEMS THAT ARE TO REMAIN IN PLACE SHALL BE REPAIRED AFTER INSTALLATION. AFTER 30 DAY PERIOD, OWNER SHALL ASSUME MAINTENANCE. OR REPLACED TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. 3. SEE GRADING PLANS FOR APPROXIMATE LIMITS. CONTRACTOR SHALL RESTORE ALL 6. SIDEWALK REMOVALS SHALL EXTEND PAST THE NOTED LIMITS TO THE NEAREST JOINT. DISTURBED AREAS. DO NOT CUT A HALF PANEL OF SIDEWALK. CONTRACTOR TO MAKE ADJUSTMENT IN FIELD. PROJECT INFORMATION RLJA Proj2017-112 Date February 19, 2018 Rev. Date 5291 ZENITH PARKWAY LOVES PARK, IL 61111 VOICE: (815) 484-4300 FAX: (815) 484-4303 SHEET NUMBER www.arcdesign.com Design Firm License No. 184-001334 C01  EXISTING CONDTIONS AND REMOVALS LEGEND EXISTING ELECRICAL LOT LINE EXISTING CONCRETE CURB AND GUTTER TO REMAIN EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED LIMITS OF DISTURBANCE CONSTRUCTION FENCE EXISTING ASPHALT SURFACE TO BE NEW PARKING LOT PROJECT AT REMOVED DEKALB CUSD #428 EXISTING CONCRETE PAVEMENT OR SIDEWALK TO BE REMOVED EXISTING TREE TO REMAIN AND BE EXISTING SANITARY SEWER TO REMAIN PROTECTED DURING CONSTRUCTION S EXISTING SANITARY SEWER STRUCTURE TO REMAIN EXISTING STORM SEWER TO REMAIN D EXISTING STORM SEWER TO REMAIN 886 BM 1 EXISTING WATER TO REMAIN EXISTING WATER TO REMAIN FP FOUNDERS ELEMENTARY SCHOOL FOR EXISTING OVERHEAD UTILITIES STUDENT DROP OFF ZONE EXISTING GAS MAIN YL EXISTING FENCE EXISTING CONC. CURB BUSH AND GUTTER DEKALB, ILLINOIS EXISTING SIGN LIMITS OF DISTURBANCE 885 G GAS METER SAWCUT TO E ELECTRICAL METER EXISTING TREE TO BE NEAREST JOINT REMOVED AND RELOCATED. AC A/C UNIT (SEE RESTORATION PLAN) 884 REMOVE EXISTING ASPHALT B BOLLARD PAVEMENT FOR NEW 3" 3" 3" 88 CURB & GUTTER C SANITARY CLEAN OUT 5 18" EXISTING LIGHT POLE TO REMAIN REMOVE EXISTING "NO PARKING" SIGN & POST AND RETURN TO OWNER RICHARD L. JOHNSON ASSOCIATES ARCHITECTS EXISTING SHRUBS TO BE REMOVED REMOVE EXISTING ASPHALT EXCAVATE WITHIN LIMITS OF DISTURBANCE PAVEMENT FOR NEW TO PROPOSED SUBGRADE REMOVE EXISTING TREE CURB & GUTTER (TYP.) REMOVE EXISTING 88 3" 16" PCC SIDEWALK X" REMOVE EXISTING TREE 4 EXISTING FRAME & GRATE TO BE REMOVED AND REPLACED. SAWCUT FOR (SEE GRADING PLAN) CLEAN JOINT EXISTING TREE TO BE REMOVED AND RELOCATED. (SEE RESTORATION PLAN) PROTECT EXISTING TREE Curb Inlet 28" 885 3" 3" 5 88 Back of Curb = 883.50 SAWCUT TO Flow = 882.57 SAWCUT FOR NEAREST JOINT BENCH MARK (BM 1) Inv = 880.02 (S CLEAN JOINT REMOVE EXISTING TREE 12" rcp) (TYP.) LIMITS OF DISTURBANCE HMA ENTRANCE EXISTING SIGN TURF TURF EXISTING SIGN HMA ENTRANCE TO REMAIN TO REMAIN BENCHMARKS DESCRIPTION ELEVATION BENCHMARK 1 CUT SQUARE ON CONCRETE FLAG POLE BASE 886.00 EXISTING CONDITIONS & SHEET IDENTIFICATION REMOVALS PLAN N O R T H 0 20 40 PROJECT INFORMATION RLJA Proj2017-112 Date February 19, 2018 Rev. Date SHEET NUMBER C02  LEGEND PROPERTY LINE C C C C C C C C C C C C C G EXISTING RIGHT-OF-WAY E ET C T C PROPOSED STANDARD DUTY ASPHALT PAVEMENT PROPOSED THICKENED EDGE SIDEWALK E C PROPOSED CONCRETE SIDEWALK, 5" ET PROPOSED CURB AND GUTTER NEW PARKING LOT PROJECT AT DEKALB CUSD #428 EXISTING CONCRETE 2' CURB AND GUTTER NUMBER OF PROPOSED PARKING SPACES 34 PAINTED YELLOW STRIPES BM 1 PROPOSED HANDICAP PARKING SYMBOLS FP PROPOSED PARKING (PAVEMENT MARKING) STUDENT DROP OFF ZONE 12 - JCS YL 1 - QVO PROPOSED SIGN NEW ADA SYMBOL (TYP.) FOUNDERS ELEMENTARY SCHOOL FOR PCC SIDEWALK, THICKENED EDGE SIDEWALK LIGHT POLE (2 TOTAL) 5" (TYP.) PER SDS DRAWING E101 X" RELOCATED TREES 10.6' 159.5' 46.7' 5' 10.3' PROPOSED M6.12 CURB EVERGREEN / DECIDOUS SHRUBS DEKALB, ILLINOIS ' 7' AND GUTTER (TYP.) 7.1 7' 9' 3" 60 7.5' 3" 3" ° LARGE DECIDUOUS SHADE TREE 21' 18" NEW ADA SIGN AND POST (TYP.) R1 R5 16 0' ' 9' 0' THICKENED EDGE SIDEWALK SINGLE YELLOW SOLID R1 R20 ' LINE 4" (TYP.) TAPER CURB HEAD NOTES 20' 6" TO MATCH RIBBON STANDARD DUTY 3" 18" WIDE RIBBON CURB STANDARD DUTY 18" WIDE RIBBON CURB CURB IN FINAL 1' ASPHALT PATCH, (SEE DETAIL ON C04) PAINTED TRAFFIC ARROW, (TYP.) 16" ASPHALT PATCH, 1. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO 2' MIN. LIKE, KIND YELLOW (TYP.) (SEE DETAIL ON C04) 2' MIN. LIKE, KIND RICHARD L. JOHNSON ' R2 0' R1 ASSOCIATES ARCHITECTS COMMENCING WORK. THE CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION AND ELEVATION AND THICKNESS 0' R 5' R1 0 AND THICKNESS OF EXISTING PIPE INVERTS, FLOOR ELEVATIONS, CURB OR PAVEMENT WHERE MATCHING INTO EXISTING WORK. THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL CONTROL BY TAPER CURB HEAD 6" TO MATCH RIBBON 16 REFERENCING SHOWN COORDINATES TO KNOWN PROPERTY LINES. NOTIFY ENGINEER OF 10 - JCS DISCREPANCIES IN EITHER VERTICAL OR HORIZONTAL CONTROL PRIOR TO PROCEEDING WITH CURB IN FINAL 1' 21' WORK. (TYP.) 2 - AVM 2. DIMENSIONS THAT LOCATE THE BUILDING ARE MEASURED TO THE OUTSIDE FACE OF THE 28" BUILDING. 3" 3" 3. SIGN CONSTRUCTION AND PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF PROPOSED M6.12 CURB THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. AND GUTTER (TYP.) 2 4. ALL RADII ARE DIMENSIONED TO THE BACK OF CURB. 5. SOME FIELD ADJUSTMENTS MAY BE NECESSARY AT POINTS WHERE PROPOSED PAVEMENT, CURB AND SIDEWALKS MEET EXISTING PAVEMENT, CURB AND SIDEWALKS. REVIEW ANY REQUIRED CHANGES WITH ENGINEER PRIOR TO CONSTRUCTION OF WORK. 1 - QVO 1 - AVM 1 - QVO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION, COORDINATION AND OBTAINING 1 - AVM 1 - QVO APPROVAL OF A TRAFFIC MANAGEMENT PLAN IF CLOSURES OF LANES ARE REQUIRED AND A FORMAL PLAN IS REQUESTED BY THE CITY. 2 SOUTH 7TH STREET PLANT LIST BOTANICAL NAME KEY QTY COMMON NAME SIZE REMARKS Acer x 'Variety' AVM LAYOUT & LANDSCAPE PLAN 4 3"+/- SUPPLIED BY OWNER MAPLE VARIETY Quercus x 'Variety' QVO 4 3"+/- SUPPLIED BY OWNER OAK VARIETY Juniperus chinensis 'Sargentii' JCS 22 5 GAL LOW EVERGREEN SHRUB SARGENT GREEN JUNIPER SHEET IDENTIFICATION PLANTING NOTES NOTE: 1. Contractor shall verify location of all underground utilities prior to digging. For regional locating call 15. Planting edge delineation at all planting bed lines and tree saucers shall require a minimum 4" depth STAKING OF DECISOUS TREES NOT REQUIRED UNLESS TREE 2 WILL NOT REMAIN PLUMB. "Digger's Hotline" 1-800-242-8511. Any damage or interruption of services shall be the responsibility "vee" shaped cultivated, spaded edge with a vertical face abutting all lawn areas and sloped to inside of the contractor. Contractor to coordinate all related activities with other trades on the job and shall of plant bed continuous between lawn and mulched areas as indicated on plan.Sod shall be Kentucky TRUNK OF TREE SHALL BE PROTECTED W/ TREE WRAP. report any unacceptable job conditions to owner's representative prior to commencing work. Bluegrass Blend w/ Rye, no peat sod will be allowed. Contractor shall be responsible for three (3) SECURE WRAP W/TWINE @ TOP 2. For details pertaining to Utilities, Easements, Grading, Retaining Walls, Layout, Geometry, mowings, minimum of one fertilizer application with 15-40-5 analysis and watering until sod is & REMOVE THE NEXT SPRING. Wetland/Flood Plain Delineations, etc. refer to Architectural and Civil Engineering plans. established. 3. Contractor shall make a site visit prior to bidding to determine the current site conditions. Contractor 16. All areas disturbed by construction shall be at a minimum seeded and covered with erosion control DO NOT STAKE INTO ROOTBALL shall report any discrepancies in the field to the Landscape Architect and/or Owner. blanket. 4. Contractor is responsible for application and cost of all necessary building permits and code 17. Contractor to seed all lawn areas as indicated on plan. Seeded lawn to be a combination of bluegrass, verifications. Submit copies of all documents to owner and landscape architect. perennial rye and red fescue with the suggested following analysis by weight: 30% rugby Kentucky #12 GA. STEEL OR 3/16" STEEL AIRCRAFT CABLE GUY WIRES N O R T H 5. Grading shall provide slopes which are smooth and continuous. Positive drainage shall be provided in bluegrass, 20% park Kentucky bluegrass, 20% creeping red fescue, 20% scaldis hard fescue, and 10% all areas. perennial ryegrass. Seed to be applied at a rate of 4 lbs. per 1,000 s.f.. All seeded lawn areas shall 3 METAL STAKES @ 8' 0 20 40 6. Quantity lists are supplied as a convenience; however, the contractor should verify all quantities. The be covered with straw mulch or erosion control netting, consisting of hand or machine application at a UNTREATED BURLAP NEED NOT UNTREATED BURLAP NEED NOT BE drawings shall take precedence over the lists. rate of 2 ton per acre. Mulch shall be compact enough to reduce erosion of seed and topsoil but loose BE REMOVED, HOWEVER ALL REMOVED, HOWEVER ALL TWINE TWINE AROUND THE TRUNK AROUND THE TRUNK SHALL BE 7. Plantings may need to be adjusted in the field to accommodate utilities, easements, drainage ways, enough to allow air to circulate. Install per Method 1, Section 251, of the Standard Specifications for SHALL BE CUT OR REMOVED. 2-PLY 1/2" REINFORCED CUT OR REMOVED. TREATED downspouts, etc.; however, quantities and sizes shall remain consistent with these plans. Contractor Road and Bridge Construction. RUBBER HOSE TREATED BURLAP & PLASTICE BURLAP & PLASTICE WRAP SHALL to contact the City forester to supervise shade tree installation procedures. 18. All seeded lawn areas shall be fertilized at installation with 0-26-26 analysis, at a rate of 6 lbs. per WRAP SHALL BE REMOVED OR BE REMOVED OR ROLLED DOWN ROLLED DOWN 1/3 AROUND 1/3 AROUND THE ROOTBALL 8. Size & grading standards of plant material shall conform to the latest addition of ANSI Z60.1 1,000 s.f.. A second application of 15-40-5 to be applied at rate of 6 lbs. per 1,000 s.f. after the first KEEP STONE AWAY FROM TRUNK THE ROOTBALL AMERICAN STANDARD OF NURSERY STOCK, by the American Nursery & Landscape Association. cutting. Acceptance and guarantee notes shall apply to all seeded areas. 9. Plant material shall be nursery grown and be either balled and burlap or container grown. Sizes 19. Acceptance of grading and seed shall be by landscape architect and/or owner. Contractor shall 3" DEPTH SHREDDED 3" DEPTH SHREDDED PROJECT INFORMATION HARDWOOD MULCH PREPARED BACKFILL OF 75% HARDWOOD MULCH and/or spread on plant list represent minimum requirements at the time of installation; mature growth assume maintenance responsibilities for a minimum of sixty (60) days or until second cutting, SOIL & 25% PEAT OR ORGANIC may exceed figures listed. whichever is longer. Maintenance shall include watering, weeding, re-seeding (wash-offs), FORM SAUCER AROUND COMPOST FINISHED GRADE 10. All plant species specified are subject to availability. Material shortages in the landscape industry may replacement (sod) and other operations necessary to keep lawn in a thriving condition. Upon final PLANTING PIT require substitutions. All substitutions must be approved by the Landscape Architect and/or Owner. acceptance, owner shall assume all maintenance responsibilities. After lawn areas have germinated, 11. Plant symbols illustrated on this plan are a graphic representation of proposed plant material types and areas which fail to show a uniform stand of grass for any reason whatsoever shall be re-seeded or RLJA Proj2017-112 Date are intended to provide for visual clarity. However, the symbols do not necessarily represent actual replaced repeatedly until all areas are covered with a satisfactory stand of grass. Minimum acceptance February 19, 2018 plant spread at the time of installation. of seeded lawn areas may include scattered bare or dead spots, none of which are larger than one (1) 12. Any materials with damaged or crooked/disfigured leaders, bark abrasion, sun scald, insect damage, square foot and when combined do not exceed 2% of total lawn area. EXISTING SUBGRADE etc. are not acceptable and will be rejected by Landscape Architect, Owner and/or general 20. Contractor is responsible for supplying the appropriate amount of approved topsoil to bring site 45° OR LESS contractor/project manager. Trees with multiple leaders will be rejected unless called for in the plant conditions to a seed, sod and plant-able condition. PREPARED BACKFILL OF 75% SOIL & 25% PEAT OR ORGANIC list as multi-stem or clump. 21. Existing plants (trees, shrubs, etc.) as shown on plan that are to remain and within construction limits 2 TIMES BALL WIDTH COMPOST Rev. DateMarch 8, 2018 13. All plant material shall be guaranteed for one (1) year from the date of acceptance. must be protected from construction activity during construction timeline. 14. All planting beds and tree saucers shall be edged and finished with 3" depth, shredded hardwood bark 22. Contractor to plant six (6) additional shade trees (mix of maple and oaks approx. 3-4" caliper), mulch, see planting details. All deciduous trees (shade / ornamental) shall be edged and finished with supplied by owner. Contractor must contact the Director of Facility Operations, Tammy Carson (815) DECIDUOUS TREE SHRUBS a 3'-0" diameter mulch circle. Evergreen trees shall be edged and finished with mulch to outer-most 754-2951 prior to construction to coordinate pick-up and installation. Contractor to plant in locations NOT TO SCALE NOT TO SCALE branches at the time of installation. as shown on plan, or as approved by owner/Landscape Architect. SHEET NUMBER C03  LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING STORM SEWER D EXISTING STORM SEWER STRUCTURE PROPOSED STORM SEWER NEW PARKING LOT PROJECT AT DEKALB CUSD #428 PROPOSED STORM SEWER STRUCTURE 800 PROPOSED CONTOUR LINE 800 EXISTING CONTOUR LINE GRADE BREAKLINE RIPRAP 886 BM1 GRADING NOTES FP 1. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS FOUNDERS ELEMENTARY SCHOOL FOR OF THE BENCHMARKS PRIOR TO COMMENCING WORK. STUDENT DROP OFF ZONE THE CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING PIPE INVERTS, FLOOR YL ELEVATIONS CURB OR PAVEMENT WHERE MATCHING INTO EXISTING WORK. THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL OR VERTICAL CONTROL BY REFERENCING SHOWN COORDINATES OR ELEVATIONS TO HORIZONTAL OR VERTICAL CONTROL POINTS PRIOR TO DEKALB, ILLINOIS PROCEEDING WITH WORK. 885 2. ALL DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM 4" IMPORTED TOPSOIL, SEEDING IDOT CLASS 1 .1 2 M TW M LAWN MIX, AND COVERED WITH EROSION CONTROL 6 TW 88 885 6 .1 88CH 88 AT BLANKET NAG S150 OR BETTER. TW 4 88 AT 5. 5. CH .0 5 886 TP 80 47 3. THE MAXIMUM SLOPE RATIO ON CUT/FILL SLOPES IS 3 88 TP M 4 6 TW AT HORIZONTAL TO 1 VERTICAL. 88 884 88 CH TW CH .92 .0 5. AT 3 5. 9 2 M 88 TP 85 81 84 4. CONTRACTOR SHALL SET ALL CLEANOUT, MANHOLE AND .4 TP 88 TP 88 TW INLET CASTINGS, FIRE HYDRANTS AND VALVE BOXES TO 4 TP 88 3. 5 88 8 TW 88 FINISHED GRADE. 88 3. 5 5 TW 5. 70 36 88 5. ALL PROPOSED PAVED AREAS SHALL BE STRIPPED OF ALL 5. 8 53 TOPSOIL AND UNSUITABLE MATERIAL AND EXCAVATED TP RICHARD L. JOHNSON 9 OR FILLED TO WITHIN 0.10 FEET OF DESIGN SUBGRADE. ASSOCIATES ARCHITECTS .2 83 88 5 TP .2 TP 5 0 TW 1 88 TP .8 88 88 88 6. THE EARTHWORK CONTRACTOR IS RESPONSIBLE FOR .6 3. 05 4% 5. TW 5. 32 MAINTAINING POSITIVE DRAINAGE AT THE CONCLUSION CORE DRILL AND CONNECT -2 37 3. .4 27 -1 TP 88 0% 0% 3 -1 5. -1 OF EACH WORKING DAY. TO EXISTING CURB INLET % 9% % 0% .945 .9 3 88 -2 88 88 -2 6% 6 -2 .9 INV = 880.22 -2 3 -2 . 4 .1 .1 -1 88 % 88 .9 7 .6 88 61 5 TP TW 88 TW 6% 88 4 88 2. REMOVE AND REPLACE EXISTING FRAME 2 03 5. 03 5 TP TP TP 5. 19 5. AND GRATE WITH A DEPRESSED CURB 1 88 88 88 FRAME AND GRATE 2 .5 4. 88 82 M 883 TW AT TW TP 88 CH 88 EXISTING CURB INLET 5. 885 1. 5 26 37 .2 M .19 9 BACK OF CURB = 883.50 88 88 7 TW AT 4 .6 C FLOW = 882.57 FG 88 2 88 88 H 88 A 5. TP INV = 880.02 (S 12" RCP) 2 2. TP TW 885 28 07 88 TW -1. TP 4. CH.4 M 88 01 5% 88 4 37 AT 5 20 L.F. 12" HDPE STORM AT 88 88 % .0 CH .15 SEWER @ 1.00% SLOPE M TP 3 2 884 5 -3 88 883 3 -1.00% INLET TYPE A TYPE 8 FRAME & GRATE FG 88 77 DRAINAGE SWALE 883 884 FG 88 3. BENCHMARKS RIM = 881.37 1. 29 INV = 880.22 BENCHMARK 1 CUT SQUARE ON CONCRETE A FLAG POLE BASE 886.00 SOUTH 7TH STREET SHEET IDENTIFICATION 0 20 40 GRADING PLAN SECTION A - A 18" RIBBON CONCRETE PAVEMENT DETAIL HOLD TOPSOIL DOWN 1" FROM EDGE OF RIBBON CURB CL SWALE PROJECT INFORMATION SIDEWALK RLJA Proj2017-112 Date February 19, 2018 Rev. Date SHEET NUMBER C04  LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING STORM SEWER D EXISTING STORM SEWER STRUCTURE PROPOSED STORM SEWER PROPOSED STORM SEWER STRUCTURE NEW PARKING LOT PROJECT AT 800 PROPOSED CONTOUR LINE DEKALB CUSD #428 800 EXISTING CONTOUR LINE GRADE BREAKLINE RIPRAP TEMPORARY SILT FENCE TEMPORARY INLET PROTECTION PER STRUCTURE TYPE 886 BM 1 4" TOPSOIL AND SEED FP FOUNDERS ELEMENTARY SCHOOL FOR WO CONCRETE WASHOUT STUDENT DROP OFF ZONE YL RELOCATED TREES (TYP.) RELOCATED TREES DEKALB, ILLINOIS SILT SENCE 4" TOPSOIL & SEED 885 NOTES 884 1. CONTRACTOR SHALL BE RESPONSIBLE 88 FOR MAINTAINING AND MODIFYING BMP'S 3" 5 INCLUDING INTERMEDIATE BMP'S AS WARRANTED BY SITE CONDITIONS. 18" 2. GENERAL CONTRACTOR SHALL SELF RICHARD L. JOHNSONASSOCIATES ARCHITECTS PERFORM SWPPP INSPECTIONS AND MAINTENANCE OF EROSION CONTROL MEASURES. 3. THE CONTRACTOR MAY PERMANENTLY REMOVE ANY PORTION OF THE PERIMETER 88 SILT FENCE AFTER ESTABLISHMENT OF 4 FINAL GRADE AND/OR FINAL STABILIZATION RENDERS THE RESPECTIVE PORTION OF THE PERIMETER SILT FENCE UPSTREAM OF A DISTURBANCE AND/OR INEFFECTIVE AS A IP BEST MANAGEMENT PRACTICE. 3" 885 5 88 IP BENCHMARKS SILT FENCE 4" TOPSOIL & SEED BENCHMARK 1 CUT SQUARE ON CONCRETE FLAG POLE BASE 886.00 EROSION CONTROL PLAN SHEET IDENTIFICATION NOTE: DISTURBED BARE EARTH AREA= .55 AC. SINCE LESS THAN 1.0 AC, A FORMAL SWPPP IS NOT NEEDED. PROJECT INFORMATION RLJA Proj2017-112 Date February 19, 2018 0 20 40 Rev. Date SHEET NUMBER C05 ACCESSIBLE PARKING SIGN DETAIL PAVEMENT DETAILS CONCRETE SIDEWALK DETAILS STANDARD DUTY ASPHALT PAVEMENT (FULL DEPTH) NEW PARKING LOT PROJECT AT DEKALB CUSD #428 NOTE: TACK COAT BETWEEN HMA LIFTS REQUIRED IF PAVING OCCURS ON TWO SEPARATE CALENDAR DAYS. STANDARD SIDEWALK THICKENED EDGE SIDEWALK ACCESSIBLE SYMBOL FOUNDERS ELEMENTARY SCHOOL FOR TEMP. SILT FENCE (PERIMETER) DETAIL TYPE 8 FRAME & GRATE TEMP. DANDY PRODUCTS, INC. DANDY BAG DEKALB, ILLINOIS NOTE: RICHARD L. JOHNSON ASSOCIATES ARCHITECTS DANDY BAG SHEET IDENTIFICATION DETAILS PROJECT INFORMATION RLJA Proj2017-112 Date February 19, 2018 Rev. Date SHEET NUMBER C06  SCALE: 1/16" = 1'-0" N SD S ENGINEERING LP S YSTEMS D ESIGN S ERVICE PROJECT INFORMATION SHEET IDENTIFICATION NEW PARKING LOT PROJECT AT Date FOUNDERS ELEMENTARY SCHOOL FOR OF Rev. Date RLJA Proj 2017-112 DEKALB, ILLINOIS SHEET NUMBER March 5, 2018 Mr. Dan Olson City of DeKalb 200 S. Fourth Street DeKalb, IL 60115 Subject: New Parking Lot Project at Founders Elementary School DeKalb (WBK Project No. 17-0144.00032) Dear Mr. Olson: WBK Engineering LLC has completed a review of the subject project. The following material was provided to us for review:  Civil Engineering Plan prepared by Arc Design Resources, Inc. dated February 19, 2018 and received 31, 2018 and received on February 26, 2018.  Site Plan Review Permit Application dated February 26, 2018 and received February 26, 2018. The following comments require resolution prior to our recommendation for approval of the engineering plans. 1. Provide a summary of total area disturbed and new impervious area. Identify the applicability of a controlled release under Article 11 of the Unified Development Ordinance. Engineering Plans 1. Sheet 5 – Depict the location of the concrete washout. 2. Sheet 6 – The ADA Parking Sign shall note a $350 fine per local ordinance. Applicant’s design professionals are responsible for performing and checking all design computations, dimensions, details, and specifications in accordance with all applicable codes and regulations, and obtaining all permits necessary to complete this work. In no way does this review relieve applicant’s design professionals of their duties to comply with the law and any applicable codes and regulations, nor does it relieve the Contractors in any way from their sole responsibility for the quality and workmanship of the work and for strict compliance with the permitted plans and specifications. If you have any questions or comments, please contact us at (630) 443-7755. Sincerely, Greg Chismark, P.E. . Municipal Practice Principal WBK Engineering, LLC. March 1, 2018 Dear Property Owner: The DeKalb Planning and Zoning Commission will consider a request on a petition by DeKalb Community School District 428 for approval of a Special Use Permit to allow for the addition of a 32 space parking lot to the east of the existing school building located at 821 S. 7th Street (Founders Elementary School), which is zoned “SFR2” Single Family Residential District. The DeKalb Planning and Zoning Commission will review this request and hold a public hearing at its meeting on Wednesday, March 21, 2018 at 6:00 p.m. The meeting will be at the DeKalb Municipal Building, 200 South Fourth Street, DeKalb, Illinois. As a property owner within 250 feet of the above-mentioned property, you are encouraged to attend this meeting to learn about and comment on the proposal. You are also welcome to submit any written comments you may have on the proposal no later than Wednesday, March 14, 2018. You may submit written comments regarding the request on the enclosed comment sheet by mail to the address listed above, or by e-mail to dan.olson@cityofdekalb.com. All comments will be shared with the Commission and included in the public record. Additional information regarding the public hearing and request can be found on the City of DeKalb’s web page at http://www.cityofdekalb.com/1103/Public-Hearings. If you have any questions about this request, please feel free to contact the Community Development Department at (815) 748-2060. Sincerely, Dan Olson Principal Planner Enclosures CC: Mayor City Council City Manager Planning and Zoning Commission Applicant Founders Elementary School SUP - 821 S. 7th St. Page 2 of 4 LEGAL NOTICE NOTICE is hereby given that a public hearing will be held before the DeKalb Planning and Zoning Commission at its regular meeting on Wednesday, March 21, 2018, at 6:00 p.m. in the DeKalb Municipal Building, 200 South Fourth Street, DeKalb, Illinois, on the petition by DeKalb Community School District 428 for approval of a Special Use Permit to allow for the addition of a 32 space parking lot to the east of the existing school building located at 821 S. 7th Street (Founders Elementary School), which is zoned “SFR2” Single Family Residential District. The property is commonly described as 821 S. 7th St, DeKalb, IL 60115 and has a Parcel Identification Number (PIN) of 08-26-103-001. All interested persons are invited to appear and be heard at the time and place listed above. Interested persons are also encouraged to submit written comments on these proposals to the City of DeKalb, Community Development Department, 200 South Fourth Street, DeKalb, Illinois, 60115 by 5:00 p.m. on Wednesday, March 14, 2018. Additional information regarding the public hearing can be found on the City of DeKalb’s web page at http://www.cityofdekalb.com/1103/Public-Hearings. Further information is available from the Community Development Department by calling (815) 748-2060. Christina Atherton, Chairman DeKalb Planning and Zoning Commission Page 4 of 4