Planning & Zoning Commission

DEKALB PLANNING AND ZONING COMMISSION AGENDA June 21, 2021 6:00 P.M. DeKalb Public Library Yusunas Meeting Room 309 Oak Street DeKalb, Illinois 60115 PLANNING AND ZONING COMMISSION MEETING COVID-19 Notice: This meeting will be conducted in-person with a physically present quorum and open to the public. The corporate authorities of the City of DeKalb intend to conduct this meeting in compliance with all applicable social distancing and public health requirements. In compliance of the CDC and State of Illinois’ mandates, all unvaccinated persons attending this meeting in-person shall be required to wear protective face masks/coverings. Persons wishing to provide public comment or otherwise address public officials in person during this meeting must comply with all applicable rules governing the conduct of this meeting including, but not limited to, the aforementioned social distancing and face covering requirements. The City of DeKalb is providing the following conveniences for the public to monitor and participate in this meeting:  Persons wishing to view the meeting from home or elsewhere can tune in to Channel 14 or by following the link provided here.  Persons wishing to provide public comment but are unable to attend the meeting in person or remotely may forward their comments by clicking on the link provided here. Note that all submissions must be received no later than 12:00 p.m. on the day of the meeting in order to ensure dissemination to the Planning and Zoning Commission before the meeting convenes.  Zoom Meeting Information https://us02web.zoom.us/j/88559548914?pwd=bmx4aFRCUndraU95dDJzVGVReVF5Zz09 Meeting ID: 885 5954 8914 Passcode: 387094 One tap mobile +13126266799,,88559548914#,,,,*387094# US (Chicago) Dial by your location +1 312 626 6799 US (Chicago) Meeting ID: 885 5954 8914 Passcode: 387094  For those participating via Zoom and wishing to comment during the public hearing portion of the meeting, please click on the link provided here and add in the Comment Section that you wish to address the Commission verbally. Note that all submissions must be received no later than 12:00 p.m. on the day of the meeting in order to ensure your name is added to the list of remote speakers. Planning and Zoning Commission Agenda June 7, 2021 Page 2 of 2 A. ROLL CALL B. APPROVAL OF AGENDA (Additions or Deletions) C. APPROVAL OF MINUTES 1. June 7, 2021 D. PUBLIC PARTICIPATION (Open Floor to Anyone Wishing to Speak on Record) E. NEW BUSINESS 1. Final Development Plan – Approval of a Final Development Plan for Safe Passage (217 Franklin St.) F. REPORTS G. ADJOURNMENT Planning and Zoning Commission June 7, 2021 Page 1 of 5 MINUTES CITY OF DEKALB PLANNING AND ZONING COMMISSION June 7, 2021 The Planning and Zoning Commission held a meeting on June 7, 2021, at the DeKalb Public Library in the Yusunas Meeting Room located at 309 Oak Street, DeKalb, Illinois. Chair Maxwell called the meeting to order at 6:00 PM. Chair Maxwell stated he wanted to thank everyone for being here tonight. He mentioned for those attending, the meeting room has been set up to meet the CDC recommended distancing guidelines and the Executive Order from the Governor. A. ROLL CALL Recording Secretary Aaron Walker called the roll. Planning and Zoning Commission members present were: Trixy O’Flaherty, Maria Pena-Graham, Jerry Wright, Steve Becker, and Chair Max Maxwell. Vice Chair McMahon was absent. Principal Planner Dan Olson and City Manager Bill Nicklas were present representing the City of DeKalb. B. APPROVAL OF THE AGENDA (Additions/Deletions) Chair Maxwell requested a motion to approve the June 7, 2021 agenda as presented. Mr. Wright motioned to approve the agenda as presented. Mr. Becker seconded the motion, and the motion was approved by unanimous voice vote. C. APPROVAL OF MINUTES 1. May 17, 2021 – Chair Maxwell requested a motion to approve the May 17, 2021 minutes as presented. Ms. O’Flaherty 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 – A petition by T-Mobile Central LLC, represented by NTP Wireless, to amend the special use permit approved by Ordinance 2018-003 to expand the equipment platform and antennas in relation to an upgrade to the T-Mobile Communications Equipment on top of the building located at 507 E. Taylor Street. Planning and Zoning Commission June 7, 2021 Page 2 of 5 Amanda Wegrzyn, representing NTP Wireless and T-Mobile Central LLC, advised they are seeking approval for the replacement and installation of antennas, remote radios, radio modules, and base station equipment. She advised these improvements will be made to the equipment located at 507 E. Taylor Street. Ms. Wegrzyn advised there are three active antenna arrays on top of 507 E. Taylor Street that extend seven feet above the top of the roof. She stated overall there will be a reduction in equipment. She noted the existing nine antennas will be replaced with six, 12 remote radios will be replaced with six, three COVP boxes will be replaced with one. Hybrid cables will be replaced 1 to 1, and all 24 coax lines will be removed. She added both mount structures and cabinets will be replaced, and the equipment platform will be extended by three feet, which will be surrounded by a safety handrail. Ms. Wegrzyn stated all equipment will be concealed using concealment film and facade. She advised the equipment cabinets will be covered to match the building’s brick façade and the antennas will be wrapped in a reflective concealment film, so it looks more like the sky. Principal Planner Dan Olson went through the staff report dated June 3, 2021. He advised the City Council approved Ordinance 2018-003, which granted a special use permit to upgrade T-Mobile’s existing cellular equipment on top of 507 E. Taylor Street. He advised, at the time, the existing equipment was considered a legal non-conforming use as they did not have a prior special use permit for the property. He added the current proposal is to upgrade the equipment to 5G technology. He stated with the changes to the equipment and the expansion of the equipment footprint, they would be required to amend Ordinance 2018-003. Mr. Olson advised there are two other cellular carriers with equipment on top of the building at the subject property, including U.S. Cellular who petitioned for a special use permit earlier this year. He mentioned the UDO requires special use permits for antennas on existing non-tower structures. He stated the proposal expands the equipment footprint by 40 sq. ft. Mr. Olson noted T-Mobile was required to install concealment film on the equipment and antennas in 2018, which will carry over to this proposal. He advised the equipment cabinets will be wrapped to match the brick facade of Planning and Zoning Commission June 7, 2021 Page 3 of 5 the building and the antennas will be wrapped with concealment film to reflect the sky. Mr. Olson stated the petitioner meets all the standards of special use for antenna facilities. He said they meet color and height requirements and there are no lighting requirements per the FAA. He added no public comments were received as of the posting of the agenda. Mr. Olson advised there were a few recommended conditions to the approval of the special use permit to include the application of concealment film on equipment and antennas. In addition, the applicant would be required to submit the necessary permit application and paperwork to the Building Division. Chair Maxwell gave the public an opportunity to speak. There was none. Chair Maxwell gave Commission members an opportunity to speak. Chair Maxwell questioned if the reflective tape would reflect sunlight enough to cause concentrated hotspots. Ms. Wegrzyn advised she would have to refer to the manufacturer for that answer. Mr. Olson advised he hasn’t seen or received any complaints regarding sunlight reflections. Mr. Becker moved that the Planning and Zoning Commission recommend to the City Council approval of an amendment to the special use permit approved by Ordinance 2018-003 to expand the equipment platform and antennas in relation to an upgrade to the T-Mobile communications equipment on top of a 16-story building at 507 E. Taylor St. subject to the following: 1. The antennas and equipment upgrades shall comply with the drawings dated 1-8-21 indicated on Exhibit A. 2. Concealment film shall be applied to the new cabinets, antennas and antenna pipes to minimize the visual effect on the surrounding area. 3. The applicant is required to submit the necessary application and plans to the City in compliance with applicable Building Codes and the regulations of Article 7.08 of the UDO (Wireless Communications Ordinance). Ms. O’Flaherty. seconded the motion. A roll call vote was taken. Ms. O’Flaherty – Yes, Ms. Pena-Graham – Yes, Mr. Wright – Yes, Mr. Becker – Yes, Chair Maxwell - Yes. Vice Chair McMahon was absent. Motion Passed 5-0-1. Planning and Zoning Commission June 7, 2021 Page 4 of 5 2. Discussion - Update to the 2005 Comprehensive Plan Mr. Olson advised there will be a brief discussion regarding updating the Comprehensive Plan for the City with no official action needed. Mr. Olson stated the most recent Comprehensive Plan was approved in 2005, with several sub-area plans being completed since then. He added the Comprehensive Plan covers land use, economic development, transportation and several other areas. He stated the plan typically covers a 5-10-year time span. Mr. Olson said there are several common elements that should be addressed in the plan to include existing conditions, future trends and goals, incorporating public input, land use patterns, housing additions, roadways, and infrastructure. He added other taxing bodies can give their input, such as incorporating educational and recreational facilities. Mr. Olson mentioned one major portion of the Comprehensive Plan is the future land use plan. He stated the 2005 plan had an urban service area boundary, which reflects areas that could be served by infrastructure, particularly water and sewer. He said the residential real estate downturn in 2008-2009 greatly effected the predicted growth and development noted in the 2005 Comprehensive Plan. Mr. Olson advised the updated plan will have to incorporate the sub-area plans, such as the Annie Glidden North Revitalization Plan. He mentioned some of the sub-area plans are outdated and will need to be addressed in the update. Mr. Olson provided a rough schedule to include inventory and data collection through September 2021, determination of goals and objectives through October 2021, drafting future land use plan through the end of 2021, and a final review and adoption of the plan in the first quarter of 2022. He advised it would be a good opportunity for Commission members to drive out to the current City boundaries and see what type of expansion/development they would predict or look to recommend. Mr. Nicklas stated the upcoming months for the Commission, City Council, and Mayor will be very important in determining the future of the City. He asked Commissioners to read through the Comprehensive Plan and sub-plans to see how much work, time, and effort was put into them. He questioned how many of these plans are still looked at and if they correctly portray current trends. Planning and Zoning Commission June 7, 2021 Page 5 of 5 Mr. Nicklas asked if the land use map says enough about what this community should look like in the next 10 years. He advised it will affect how we engage, recreate, work, and live in this community. Mr. Nicklas stated this will be a good challenge for the community and Commission. He stated the City has developed in ways that were unpredictable, such as the Ferrara and Facebook developments. He added it would be very useful to look at the area along the Peace Road corridor and south of I-88 to see if the City would want to continue with current trends or move in another direction. Mr. Nicklas stated it will be a very long, engaging, but rewarding project. He advised he is very eager to work on the Plan with the Commission. Mr. Maxwell questioned if the Comprehensive Plan could be found online. Mr. Olson advised both the Comprehensive Plan and sub-area plans can be found on the City’s website. Mr. Becker added it is very interesting to read through the Comprehensive Plan to see what developments were predicted and hoped for before the economic collapse in 2009. F. REPORTS Mr. Olson advised there are no public hearings currently scheduled for the June 21st Planning and Zoning Commission meeting. He added Safe Passage did submit the final development plan for their new facility at 217 Franklin St. He noted these plans are required to be reviewed by city staff, the Planning and Zoning Commission and City Council. He said this may be scheduled for the June 21st Commission meeting. He stated the City received a zoning petition for 304 N 10th Street requesting rezoning from the Residential Conservation District to the Planned Development Commercial District. He added the owner is looking to have a couple apartments on the second floor and a convenience store and offices on the first floor. Mr. Olson mentioned the City Council at their meeting on May 24 approved the special use permit for 400-444 E. Hillcrest Drive, to accommodate residential rental units above 1st floor with commercial space on the ground level. G. ADJOURNMENT Mr. Wright motioned to adjourn, Ms. O’Flaherty seconded the motion, and the motion was approved by unanimous voice vote. The Planning and Zoning Commission Meeting adjourned at 6:33 PM.  STAFF REPORT June 17, 2021 TO: Planning and Zoning Commission FROM: Dan Olson, Principal Planner RE: Final Development Plan – 217 Franklin St. – Safe Passage I. GENERAL INFORMATION A. Purpose Construction of a two-story 40,320 square foot building to contain an emergency shelter, counseling services, administrative offices, outdoor playground and other accessory uses for Safe Passage B. Owner/Applicant Safe Passage C. Location and Size 217 Franklin St./1.2 acres II. BACKGROUND AND ANALYSIS On December 14, 2020 the City Council approved Ordinance 2020-077 which granted the rezoning of the Safe Passage site at 217 Franklin St. from the CBD District to the PD- C District and also approved a Preliminary Development Plan. The Ordinance required that a Final Development Plan including architectural elevations, engineering plan, lighting (photometric) plan, landscape plan, and final plat be submitted for review by the Planning and Zoning Commission and City Council. There is no public hearing, just review of the Final Development Plan to ensure substantial compliance with the approved Preliminary Development Plan and the Unified Development Ordinance. Safe Passage is currently located in six buildings (5 homes and 1 apartment building) along S. 4th St., Prospect St. and S. 5th St. The former building on the subject site was demolished at the end of 2020. The proposed building will be two stories with a lower level (basement). The total square footage will be about 40,320 sq. ft., slightly less than 42,000 sq. ft. shown on the Preliminary Development Plan. The new building will contain an emergency shelter, counseling services, administrative offices, outdoor playground and other accessory uses. A 9 ft. basement is also proposed, which will be used for group therapy, children’s services, and storage. The first floor will contain counseling services and administrative offices and the living quarters will be on the second floor. The floor plans submitted indicate there will be 15 separate living quarters on the upper level with about 54 beds. The building will be fully sprinklered with alarms and security system. Construction is planned to start by the end of 2021 with opening of the facility in late 2022. Access will be provided from the three locations that previously served the DeKalb Clinic including along S. 2nd St., Franklin St. and S. 3rd St. A canopy is proposed off the access from S. 2nd St. and will be used for deliveries and donation drop-offs. The former patient unloading area in front of the building (Franklin St.) will be removed and converted into green space and the depressed curb will be replaced with barrier curb. Internal walkways will connect to the existing sidewalks surrounding the site. A Landscape Plan was submitted and reveals landscaping around the proposed parking area, which meets the requirements of the UDO. Two existing Linden trees will be maintained along the east side of the property next to S. 3rd St. Plantings are planned for the front of the building, along S. 2nd St. and some in the rear of the property, but not shown on the plan. The rear of the site will contain the playground area. A condition is recommended that will require additional landscaping be provided on the plan along Franklin St., S. 2nd St. and at the rear of the property as approved by the City staff. The applicant has agreed to this condition. The site is within an area of downtown that is not required to provide off-street parking. A 22-space parking area is proposed to the east of the new building. The Preliminary Development Plan had 18 parking spaces on-site so there are four more spaces on the Final Plan. Safe Passage has an agreement with St. George Greek Orthodox Church to use their 32-space parking lot directly to the south across Franklin St. A letter (dated 12- 10-20) from the Church was received by the City indicating they will allow Safe Passage to use the lot (letter provided in Commission packet). It should be noted that additional public parking is provided in the area including the 82 space Vaughn parking lot located just to the northwest of the site. Limited street parking (3-hour) is provided for about 20 vehicles along S. 2nd St. and S. 3rd St. adjacent to the site. Parking is not allowed along Franklin St. An 8” sanitary sewer previously located through the middle of the site was rerouted to the west and south along S. 2nd Street. The sewer was plugged and abandoned in accordance with the Kishwaukee Water Reclamation District’s (KWRD) policy. The Final Plat shows the creation of a one-lot subdivision with a sanitary sewer easement along the north and west sides of the site to accommodate the re-located sanitary sewer. The architectural elevations, engineering plan, lighting (photometric) plan, landscape plan, and final plat have been reviewed by City staff and only minor comments remain. The plans have also been reviewed by the Police Department and they approve. As a condition of approval, it is recommended the comments be addressed to the satisfaction of City staff prior to approval by the City Council. Revised engineering plans were received on June 17 and an update will be provided to the Commission at the meeting. Page 2 of 4 III. RECOMMENDATION Sample Motion: I move that the Planning and Zoning Commission recommend approval of the Final Development Plan for the Safe Passage Facility at 217 Franklin St. per the plans in Exhibit A and subject to all comments listed below being addressed to the satisfaction of City staff prior to approval by the City Council. 1. Revise Lighting (Photometric) Plan to increase average foot candle level for the parking lot to between 2.0 and 5.0. 2. Revise the Landscape Plan to add plantings to the area along Franklin St., S. 2nd St. and at the rear of the property per City staff approval. 3. Detectable warning plate leader/label should have language such as "type shall meet preference of City, as directed by engineer". 4. Sidewalks through the driveways should be 7" thick PCC. It is hatched out in the appropriate runs of the walkway, but should be called-out, added to the legend, or a detail provide to define that requirement. 5. Please provide a detail or description for the thickness of the concrete loading/trash area on the west edge, which should meet the cross-section requirements of "off street parking and loading" from the UDO. 6. Indicate location of Fire Dept. connection and revise hydrant location to meet the UDO; removing the current NW proposed hydrant. Page 3 of 4  Exhibit A Engineering Plan (9 Sheets) dated 6-16-21 prepared by Wendler Engineering Services, Inc. Architectural Elevations (Sheet A3.0 and A3.1) dated 6-1-21 prepared by ADG Architectural Management, Inc. Landscape Plan (Sheets L1, L2 and L3) dated 6-10-21 prepared by Site to Place, Inc. Lighting (Photometric) Plan dated 6-2-21 prepared by PG Enlighten Final Plat (2 Sheets) dated 6-10-21 prepared by Wendler Engineering Services, Inc. Page 4 of 4  EXHIBIT A SITEPLAN BENCHMARK INFORMATION: DATE REVISIONS FOR SAFE PASSAGE CENTER REVISION SAFE PASSAGE, INC. DESIGNED BY: DRAWN BY: SURVEYED BY: BOOK NO.: MAG DJV MRK DEKALB, ILLINOIS 2021 ph: 815.288.2261 wendler engineering services, inc. civil structural surveying www.wendlergs.com IlinoisProfessionalDesignFirmNo.184-000848 INDEX OF SHEETS OWNER ENGINEER AREA OF SITE BUILDING INFORMATION SAFE PASSAGE CENTER SITE SAFE PASSAGE, INC. ZONING PARKING SUMMARY SITEPLAN SURROUNDING ZONING SITE COVERAGE OF FOR LEGEND TOPOGRAPHIC SURVEY LOCATION MAP PROPOSED F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:34 PM, DJV SHEET TITLE COVER SHEET UTILITY NOTE OPERATES 24 Hours CALL JULIE 1-800-892-0123 365 Days WITH THE FOLLOWING: JOB NUMBER COUNTY ___________________________________ 2200228 CITY-TOWNSHIP ____________________________ SEC. & 1/4 SEC. NO.# _________________________ DATE 48 Hours Before You Dig. EXCLUDING SAT., SUN., & HOLIDAYS 06/16/2021 SHEET NO. 1 of 9  DATE GENERAL NOTES: WATERMAIN NOTES: WATER MAIN SPECIFICATIONS: REVISIONS 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ADOPTED JANUARY 1, 2016 BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION, THE STANDARD SPECIFICATIONS FOR WATER & SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST ADDITION, AND THE CITY OF DEKALB CODES AND ORDINANCES. · 2) THE CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS WHICH MAY BE NECESSARY TO PROTECT THE · PROPERTY OF THE VARIOUS PUBLIC UTILITIES WHICH MAY BE LOCATED UNDERGROUND OR ABOVE GROUND, AT OR ADJACENT TO THE SITE OF THIS IMPROVEMENT. NEEDED ADJUSTMENTS OF THESE FACILITIES SHALL BE ” · REVISION COORDINATED BY THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANIES IF SO REQUIRED. THE OWNER SHALL BE SAVED HARMLESS AND CARE SHALL BE EXERCISED SO AS NOT TO DISRUPT OR DESTROY THE SERVICES · PROVIDED BY THESE UTILITIES. THE CONTRACTOR WILL BE REQUIRED TO REPAIR OR REPLACE ANY PUBLIC UTILITY · PROPERTY WHICH HAS BEEN DAMAGED THROUGH HIS/HER EFFORTS. THE PROCEDURE AND SPECIFICATIONS OF · ” REPAIR WILL BE IN ACCORDANCE WITH THE REGULATIONS AND/OR POLICY OF THE UTILITY. · DESIGNED BY: SURVEYED BY: · ¾” ” DRAWN BY: BOOK NO.: 3) THE CONTRACTOR SHALL CONTACT AND COORDINATE HIS ACTIVITIES WITH THE UTILITIES BY CONTACTING: JULIE - 800/892-0123. ” MAG DJV MRK · 4) THE CONTRACTOR SHALL VERIFY UTILITY LOCATIONS AND BE FAMILIAR WITH THE UTILITY LAYOUT OF THIS · ” ” ” PROJECT AND STANDARD CONSTRUCTION PROCEDURES AND PRACTICES PRIOR TO BUILDING. · ” ” 5) THE AGGREGATE BASE COURSE, TYPE B, SHALL BE CA-10 OR CA-06. THIS MATERIAL SHALL BE PLACED AND · ph: 815.288.2261 COMPACTED TO THE DIMENSION AS SHOWN ON THE PLANS AS PER SECTION 301 OF THE STANDARD wendler engineering services, inc. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. · · ” civil structural surveying 6) BITUMINOUS MATERIALS PRIME COAT SHALL BE SS-01 MC-30 OR P.E.P. APPLIED AT A RATE OF 0.35 GALLONS · ” PER SQUARE YARD. · · ” 7) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECTNESS OF THE UTILITIES PRIOR TO · ” THE START OF CONSTRUCTION BY UNCOVERING EXISTING UNDERGROUND UTILITIES IN ALL LOCATIONS WHERE HE · FEELS THE PROPOSED CONSTRUCTION MAY NEED TO BE ALTERED TO PREVENT CONFLICTS IN LINE, GRADE OR · www.wendlergs.com WORKING CLEARANCES. IlinoisProfessionalDesignFirmNo.184-000848 8) ALL WORK ON THE STREETS, PARKING LOTS, SIDEWALKS, WATERMAIN, SANITARY SEWER, AND STORM SEWER · SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS IN THE PLANS AND SHALL INCLUDE ALL · ” LABOR, EQUIPMENT AND MATERIALS NECESSARY TO PROVIDE THE OWNER WITH A COMPLETE WORKABLE SYSTEM · “ ” COMPLYING WITH ALL APPLICABLE CODES. 9) ALL MATERIAL INCORPORATED INTO THE PROJECT FOR SITE DEVELOPMENT OF PARKING, DRIVEWAYS, SIDEWALKS, TRENCH BACKFILL, ETC. SHALL BE PER I.D.O.T. SPECIFICATIONS AS PER THE "STANDARD · “ ” SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION. · 10) TRENCH BACKFILL OF A GRANULAR MATERIAL SHALL BE USED AT ALL EXCAVATED TRENCH AREAS THAT ARE ” TO HAVE SIDEWALK, PARKING, DRIVEWAYS, OR CURB OVER IT. THIS MATERIAL SHALL BE BACKFILLED IN 8" LIFTS ” ” ” AND COMPACTED TO MINIMIZE SETTLEMENT. TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH SECTION 208 OF ” ” ” ” ” THE IDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION. ” ” ” 11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EMPLOYEES IN EXCAVATIONS IN ACCORDANCE WITH THE EXCAVATION STANDARDS ADOPTED BY THE U.S. DEPARTMENT OF LABOR AND O.S.H.A. THE ” PROTECTION SYSTEMS FOR EXCAVATIONS GREATER THAN 20 FEET IN DEPTH SHALL BE DESIGNED BY A ” ” REGISTERED STRUCTURAL ENGINEER OF ILLINOIS AND THE TABULATED DATA AND DESIGN MUST BE AVAILABLE FOR ” ” ” INSPECTION. THIS COST SHALL BE INCLUDED IN THE CONTRACTORS UNIT PRICE BID PER FOOT FOR INSTALLING THE UNDERGROUND UTILITY OF THE SIZE SPECIFIED IN THE PLANS. 12) ALL DISTURBED AREAS SHALL BE SEEDED WITH THE APPROPRIATE SEASONAL SEED MIXTURE, FERTILIZED AT A RATE OF 200 LBS/AC IN THE RATIO OF 10:10:10 FOR NITROGEN, PHOSPHOROUS AND POTASSIUM, AND MULCHED PER THE RECOMMENDATIONS OF THE SEED COMPANY. ALL SEEDED AREAS SHALL HAVE THE EXISTING VEGETATION SAFE PASSAGE CENTER PLUS THE TOP TWO INCHES OF SOIL PREPARED TO THE SATISFACTION OF THE OWNER. ” ” ” 13) ALL PROPOSED SPOT ELEVATIONS ARE TO FINISHED PAVEMENT, UNLESS NOTED OTHERWISE. SAFE PASSAGE, INC. 14) ALL PARKING SPACES AND DIAGONALS SHALL BE PAINTED WITH A 4" YELLOW PAVEMENT MARKING LINE. 15) TRUCKS AND MIXER TRUCKS WILL BE ALLOWED TO OPERATE ON THE SUBGRADE; HOWEVER, SHOULD SUBGRADE SHOW ANY SIGN OF DISTRESS, ALL OPERATIONS WILL CEASE UNTIL THESE ITEMS ARE CORRECTED TO THE SATISFACTION OF THE ENGINEER. ANY SUBGRADE DISTRESSED BY TRUCKS AND MIXER TRUCKS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. SITEPLAN 16) THE PRIME CONTRACTOR SHALL REQUEST FROM THE ENGINEER OR OWNER A COPY OF THE CONSTRUCTION DRAWINGS WHICH IS TO BE DESIGNATED AND USED SOLEY BY THE CONTRACTOR FOR THE PURPOSE OF RECORDING THE "AS-BUILT" LOCATIONS AND ELEVATIONS OF THE IMPROVEMENTS. PRIOR TO THE BEGINNING OF ANY SITE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING WITH THE OWNER TO DISCUSS OF FOR THE EXTENT OF WHAT IS REQUIRED TO BE SHOWN ON THE POST CONSTRUCTION PLANS. AT A MINIMUM, THE CONTRACTOR SHALL RETURN THE POST CONSTRUCTION DRAWINGS TO THE OWNER AT THE END OF THE PROJECT WITH THE RECORDED "AS-BUILT" INFORMATION INDICATED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, IN A FORMAT APPROVED BY THE ENGINEER AND OWNER, THE FOLLOWING INFORMATION: (AT A MINIMUM) - DISTANCES MEASURED FROM LOT CORNERS, AND/OR LOT LINES TO UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, STORM SEWER, DRAIN TILES, WATER MAIN, SANITARY SEWER MAIN AND THEIR ASSOCIATED TAPS AND SERVICE LATERALS. ALSO ANY CHANGES IN DIMENSIONS FROM THE CONSTRUCTION DRAWINGS SHOULD BE NOTED. 17) CONTRACTOR SHALL REMOVE ALL SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL FROM THE SITE AND LEGALLY DISPOSE OF IT. 18) ALL LANDSCAPED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. 19) THE CONTRACTOR SHALL PROVIDE THE NECESSARY LABOR AND EQUIPMENT TO PROPERLY INSTALL THE SIGNAGE AND PAVEMENT MARKINGS AS INDICATED IN THE DRAWINGS, IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 20) ALL STORM SEWER SHALL BE REINFORCED CONCRETE PIPE CLASS IV CONFORMING TO ASTM DESIGNATION C76, UNLESS OTHERWISE NOTED. CONCRETE PIPE JOINTS SHALL CONFORM TO ALL STORM SEWER ASTM C-443 FOR FLEXIBLE GASKET. FITTINGS (BENDS, TEES, CAPS, ETC.) SHALL BE INCLUDED IN THE COST OF THE STORM SEWER AS SPECIFIED. 21) SILTATION FENCE SHALL BE INSTALLED AS PRUDENT AND NECESSARY TO PROVIDE TEMPORARY EROSION CONTROL. 22) THE LOCATION OF SOME EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE BASIS OF INFORMATION FURNISHED BY OTHERS AND THE ENGINEER DOES NOT WARRANT OR GUARANTEE THIS INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECTNESS OF THE UTILITIES PRIOR TO THE START OF CONSTRUCTION BY UNCOVERING UNDERGROUND UTILITIES IN ALL LOCATIONS WHERE HE FEELS THE PROPOSED CONSTRUCTION MAY NEED TO BE ALTERED TO PREVENT CONFLICTS IN LINE, GRADE OR WORKING CLEARANCES. F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:35 PM, DJV 23) SAWCUTS SHALL BE REQUIRED FOR ALL PAVEMENT, SIDEWALK AND CURB REMOVED ADJACENT TO EXISTING SHEET TITLE PAVEMENT, SIDEWALK AND CURB AND SHALL BE CONSIDERED INCIDENTAL. 24) CONTRACTOR TO VERIFY LOCATION OF DOWNSPOUTS WITH ARCHITECTURAL PLANS PRIOR TO INSTALLATION OF COLLECTION TILE. GENERAL 25) A 4" AGGREGATE BASE COURSE TYPE B SHALL BE PROVIDED UNDER ALL CURB & GUTTER. NOTES 26) BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE PEA GRAVEL OR CA-7 AND FINAL BACKFILL SHALL BE CA-7 AND WITHIN THE TOP 6" OF THE TOP OF SUBGRADE SHALL BE CA-6 FOR PIPE IN THE R.O.W. UNDER PAVEMENT. 27) EXISTING UNDERGROUND UTILITIES THAT ARE BEING ABANDONED IN PLACE SHALL BE PLUGGED AND SEALED JOB NUMBER WATER TIGHT. 2200228 28) ANY DAMAGED PAVEMENT SHOULD BE REPLACED IN-KIND. DATE 06/16/2021 29) DETECTABLE WARNING PLATES SHALL BE TUFTILE 10 GAUGE GALVANIZED STEEL IN FED 22144 BRICK RED. SHEET NO. 2 of 9 F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:37 PM, DJV S. 2ND. STREET BENCHMARK INFORMATION: FRANKLIN STREET S. 3RD. STREET TOPOGRAPHIC W N LEGEND S E PROPOSED SURVEY DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE OF DJV DEMO DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 06/16/2021 wendler engineering services, inc. PLAN FOR civil structural surveying 3 of 9 JOB NUMBER BOOK NO.: SHEET TITLE www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848 F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:39 PM, DJV BENCHMARK INFORMATION: S. 2ND. STREET FRANKLIN STREET PROPOSED BUILDING S. 3RD. STREET TOPOGRAPHIC W N LEGEND S E PROPOSED SURVEY DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE LAYOUT OF DJV DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 06/16/2021 wendler engineering services, inc. FOR civil structural surveying 4 of 9 JOB NUMBER BOOK NO.: SHEET TITLE PLAN www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848 F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:40 PM, DJV BENCHMARK INFORMATION: S. 2ND. STREET FRANKLIN STREET PROPOSED BUILDING S. 3RD. STREET TOPOGRAPHIC W N LEGEND S E PROPOSED SURVEY DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE UTILITY OF DJV DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 06/16/2021 wendler engineering services, inc. FOR civil structural surveying 5 of 9 JOB NUMBER BOOK NO.: PLAN SHEET TITLE www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848 F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:41 PM, DJV BENCHMARK INFORMATION: S. 2ND. STREET DETAIL "A" DETAIL "B" FRANKLIN STREET PROPOSED BUILDING S. 3RD. STREET TOPOGRAPHIC W N LEGEND S E PROPOSED SURVEY DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE GRADING OF DJV DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 06/16/2021 wendler engineering services, inc. FOR civil structural surveying 6 of 9 JOB NUMBER BOOK NO.: SHEET TITLE PLAN www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848  DATE REVISIONS REVISION DESIGNED BY: DRAWN BY: SURVEYED BY: BOOK NO.: MAG DJV MRK HANDICAP PAVEMENT HANDICAP PARKING STALL HANDICAP PARKING SIGNAGE MARKING DETAIL ph: 815.288.2261 wendler engineering services, inc. civil structural surveying ACCESSIBILITY GENERAL NOTES www.wendlergs.com IlinoisProfessionalDesignFirmNo.184-000848 TYPICAL SECTION HMA PAVEMENT SIDEWALK DETAIL SAFE PASSAGE CENTER SAFE PASSAGE, INC. SIDEWALK TYPE SPECIAL SITEPLAN OF FOR RIGID PIPE BEDDING & EXCAVATION DETAIL F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:44 PM, DJV SHEET TITLE DETAILS JOB NUMBER 2200228 SECTION PLAN DATE 06/16/2021 INLET 2'x3' WATER AND SEWER SHEET NO. SEPARATION REQUIREMENTS 7 of 9 F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:46 PM, DJV STAIR SECTION CAST IN PLACE CONCRETE STAIR DETAIL DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE OF DJV DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 06/16/2021 wendler engineering services, inc. FOR civil structural surveying 8 of 9 JOB NUMBER BOOK NO.: DETAILS SHEET TITLE www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848  I.Site Description: 4.Approved State or Local Laws: A. Provide a description of the project location (include latitude and longitude): II.Controls: The managementpractices, controls and provisions contained in this plan will be in accordancewith IDOT SITE ADDRESS: 217 FRANKLIN STREET, DeKalb, IL This section of the plan addressesthe controls that will be implementedfor each of the major construction DATE specifications,which are at least as protective as the requirementscontained in the Illinois Environmental LAT: 41°55'42.1"N LONG: 88°45'11.0"W activities described in I.C. above and for all use areas, borrow sites, and waste sites. For each measure REVISIONS ProtectionAgency'sIllinois Urban Manual. Proceduresand requirementsspecified in applicablesedimentand discussed,the Contractorwill be responsiblefor its implementationas indicated. The Contractorshall provide erosion site plans or storm water management plans approved by local officials shall be described or B. Provide a description of the construction activity which is the subject of this plan: to the Owner a plan for the implementationof the measuresindicated. The Contractor,and subcontractors, incorporatedby referencein the space provided below. Requirementsspecified in sediment and erosion site will notify the Owner of any proposed changes, maintenance,or modificationsto keep constructionactivities THE PROJECT WILL INCLUDE THE DEMOLITION OF THE EXISTING BUILDING AND CLEARING OFcompliant THE with the Permit ILR10. Each such Contractorhas signed the required certificationon forms which plans, site permits, storm water managementsite plans or site permits approved by local officials that are SITE. FOLLOWED BY INSTALLATION OF THE SANITARY SEWER AND PATCHING. applicableto protectingsurface water resourcesare upon submittal of an NOI, to be authorizedto discharge are attached to, and are a part of, this plan: under the Permit ILR10 incorporatedby referenceand are enforceableunder this permit even if they are not specifically included in the plan. C. Provide the estimated duration of this project: A. Erosion and Sediment Controls 1.Stabilized Practices: Provided below is a description of interim and permanent stabilization THE PROJECT IS ESTIMATED TO BE COMPLETED BY OCTOBER, 2021 Descriptionof proceduresand requirementsspecified in applicablesediment and erosion site plans or storm practices,including site specific schedulingof the implementationof the practices. Site plans will ensure that water management plans approved by local officials: existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. D. The total area of the constructionsite is estimatedto be 1.2 acres.Thetotal area of the site estimatedto be Stabilizationpractices may include but are not limited to: temporaryseeding, permanentseeding, mulching, 5.ContractorRequired Submittals: Prior to conductingany professionalservices at the site covered by this plan, the disturbed by excavation, grading or other activities 1.2 is acres. geotextiles,sodding, vegetativebuffer strips, protectionof trees, preservationof mature vegetation,and other REVISION Contractorand each subcontractorresponsiblefor compliancewith the permit shall submit to the Owner a Contractor appropriatemeasures. Except as provided below in II(A)(1)(a) and II(A)(3), stabilizationmeasures shall be Certification Statement, BDE 2342a. E. The following is a weightedaverage of the runoff coefficientfor this project after constructionactivities are initiated as soon as practicable in portions of the site where construction activities have temporarily or completed: permanentlyceased, but in no case more than seven (7) days after the constructionactivity in that portion of a. The Contractor shall provide a constructionschedule containing an adequate level of detail to show ESTIMATED RUNOFF HAS NOT BEEN CALCULATED the site has temporarilyor permanentlyceases on all disturbedportions of the site where constructionwill not major activities with implementation of pollution prevention BMPs, including the following items: occur for a period of fourteen (14) or more calendar days.Wherethe initiation of stabilizationmeasuresby the · Approximate duration of the project, including each stage of the project DESIGNED BY: DRAWN BY: SURVEYED BY: seventh day after construction activity temporarily or permanently ceases is precluded by snow cover, · Rainy season, dry season, and winter shutdown dates BOOK NO.: F. List all soils found within project boundaries. Include map unit name, slope information, and erosivity: stabilization measures shall be initiated as soon as practicable thereafter. · Temporary stabilization measures to be employed by contract phases SOIL NAME KF T FACTOR · Mobilization timeframe MAG DJV MRK 152A DRUMMER SILTY CLAY LOAM .24 5 The following stabilization practices will be used for this project: · Mass clearing and grubbing/roadside clearing dates Preservation of Mature Vegetation Erosion Control Blanket / Mulching · Deployment of Erosion Control Practices Vegetated Buffer Strips Sodding · Deployment of Sediment Control Practices (including stabilized construction entrances/exits) 348B WINGATE SILT LOAM .37 5 · Deployment of Construction Site Management Practices (including concrete washout facilities, chemical storage, Protection of Trees Geotextiles refueling locations, etc.) Temporary Erosion Control Seeding Other (specify) · Paving, saw-cutting, and any other pavement related operations Temporary Turf (Seeding, Class 7) Other (specify) · Major planned stockpiling operations Temporary Mulching Other (specify) ph: 815.288.2261 · Timeframe for other significant long-term operations or activities that may plan non-storm water discharges such Permanent Seeding Other (specify) wendler engineering services, inc. as dewatering, grinding, etc. · Permanent stabilization activities for each area of the project G. Provide an aerial extent of wetland acreage at the site: Describe how the stabilization practices listed above will be utilized during construction: civil structural surveying - b. The Contractor and each subcontractorshall provide, as an attachment to their signed Contractor Certification The contractor will perform this work in accordance with the Standard Specificationsfor Road & Bridge Statement, a discussionof how they will comply with the requirementsof the permit in regard to the following items and construction,Adopted by IDOT and provisionsincluded in NPDES Permit No. ILR10 issued by the IEPA for provide a graphical representation showing location and type of BMPs to be used when applicable: H. Provide a description of potentially erosive areas associated with this project: storm water discharges from construction site activity. · Vehicle Entrances and Exits - Identify type and location of stabilized construction entrances and exits to be used ALL AREAS DISTURBED BY CONSTRUCTION. Describe how the stabilizationpractices listed above will be utilized after constructionactivities have been and how they will be maintained. completed: · Material Delivery, Storage and Use - Discuss where and how materials including chemicals, concrete curing compounds, petroleum products, etc. will be stored for this project. www.wendlergs.com I. The following is a descriptionof soil disturbingactivities by stages, their locations,and their erosive factors · Stockpile Management - Discuss what BMPs will be used to prevent pollution of storm water from stockpiles. (e.g. steepness of slopes, length of slopes, etc): THE OWNER OR HIS REPRESENTATIVEWILL CONTINUETO MONITOR THE PROJECT LIMITS AND IlinoisProfessionalDesignFirmNo.184-000848 · Waste Disposal - Discuss methods of waste disposal that will be used for this project. STAGE 1 - DEMOLITION OF THE BUILDING AND REMOVAL OF EXISING PARKING LOTS. WILL PURSUE CORRECTIVE MEASURES, IF NECESSARY. · Spill Prevention and Control - Discuss steps that will be taken in the event of a material spill (chemicals, concrete STAGE 2 - INSTALLATION OF THE SANITARY SEWER curing compounds, petroleum, etc.) STAGE 3 - FINAL GRADING, SEEDING & PATCHING 2.Structural Practices:Provided below is a description of structural practices that will be implemented, to · Concrete Residuals and Washout Wastes - Discuss the location and type of concrete washout facilities to be used the degree attainable, to divert flows from exposed soils, store flows or otherwise limit runoff and the on this project and how they will be signed and maintained. discharge of pollutants from exposed areas of the site. Such practices may include but are not limited to: · Litter Management - Discuss how litter will be maintained for this project (education of employees, number of perimeter erosion barrier, earth dikes, drainage swales, sediment traps, ditch checks, subsurfacedrains, pipe dumpsters, frequency of dumpster pick-up, etc.). slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining · Vehicle and Equipment Fueling - Identify equipment fueling locations for this project and what BMPs will be used J. See the erosion control plans and/or drainage plans for this contract for informationregarding drainage systems, gabions, and temporary or permanentsediment basins. The installationof these devices may be to ensure containment and spill prevention. patterns, approximateslopes anticipated before and after major grading activities, locations where vehicles subject to Section 404 of the Clean Water Act. · Vehicle and Equipment Cleaning and Maintenance - Identify where equipment cleaning and maintenance locations for this project and what BMPs will be used to ensure containment and spill prevention. enter or exit the site and controls to prevent offsite sediment tracking (to be added after contractoridentifies · Additional measures indicated in the plan. locations),areas of soil disturbance,the location of major structuraland non-structuralcontrols identifiedin the The following structural practices will be used for this project: plan, the location of areas where stabilization practices are expected to occur, surface waters (including Perimeter Erosion Barrier Rock Outlet Protection III.Maintenance: wetlands) and locations where storm water is discharged to surface water including wetlands. Temporary Ditch Check Riprap When requestedby the Contractor,the Owner will provide general maintenanceguides to the Contractorfor Storm Drain Inlet Protection Gabions the practices associated with this project. The following additional procedureswill be used to maintain, in K. Identify who owns the drainage system (municipality or agency) this project will drain into: Sediment Trap Slope Mattress good and effective operating conditions, the vegetation, erosion and sediment control measures and other CITY OF DEKALB Temporary Pipe Slope Drain Retaining Walls protective measures identified in this plan. It will be the Contractor'sresponsibilityto attain maintenance Temporary Sediment Basin Slope Walls guidelines for any manufactured BMPs which are to be installed and maintained per manufacture's Temporary Stream Crossing Concrete Revetment Mats specifications. L. The followingis a list of receivingwater(s) and the ultimate receivingwater(s) for this site. The location of Stabilized Construction Exits Level Spreaders the receiving waters can be found on the erosion and sediment control plans: Turf Reinforcement Mats Other (specify) IV.Inspections: Permanent Check Dams Other (specify) Qualified personnel shall inspect disturbed areas of the constructionsite which have not yet been finally SOUTH BRANCH OF THE KISHWAUKEE RIVER Permanent Sediment Basin Other (specify) stabilized, structural control measures,and locations where vehicles and equipment enter and exit the site Aggregate Ditch Other (specify) using IDOT Storm Water Pollution Prevention Plan Erosion Control Inspection Report (BC 2259). Such M. Describeareas of the site that are to be protectedor remain undisturbed. These areas may include steep Paved Ditch Other (specify) inspectionsshall be conductedat least once every seven (7) calendar days and within twenty-four(24) hours slopes, highly erodible soils, streams, stream buffers, specimen trees, natural vegetation,nature preserves, of the end of a storm that is 0.5 inch or greater or equivalent snowfall. etc. Describe how the structural practices listed above will be utilized during construction: If any violation of the provisionsof this plan is identified during the conduct of the constructionwork covered Do not disturb areas outside of project limits. THE CONTRACTOR WILL PERFORM THIS WORK IN ACCORDANCE WITH THE STANDARD by this plan, the Owner shall notify the appropriate IEPA Field Operations Section office by email at: SAFE PASSAGE CENTER SPECIFICATIONSFOR ROAD & BRIDGE CONSTRUCTION,ADOPTED BY IDOT AND PROVISIONS epa.swnoncomp@illinois.gov , telephoneor fax within twenty-four(24) hours of the incident. The Owner shall N. The following sensitive environmentalresources are associated with this project, and may have the INCLUDED IN THE STORM WATER RUNOFF PERMIT DURING CONSTRUCTION. then completeand submit an “Incidenceof Non-Compliance”(ION) report for the identifiedviolation within five potential to be impacted by the proposed development: (5) days of the incident. The Owner shall use forms provided by IEPA and shall include specific information SAFE PASSAGE, INC. Floodplain Describe how the structural practices listed above will be utilized after construction activities have been on the cause of noncompliance,actions which were taken to prevent any further causes of noncompliance, Wetland Riparian completed: Threatened and Endangered Species and a statement detailing any environmentalimpact which may have resulted from the noncompliance. All Historic Preservation303(d) Listed receiving waters for suspended solids, turbidity, or siltation reports of non-complianceshall be signed by a responsibleauthority in accordancewith Part VI. G of the THE OWNER/DEVELOPER WILL CONTINUETO MONITOR THE PROJECT LIMITS AND WILL PURSUE Permit ILR10. Receiving waters with Total Maximum Daily Load (TMDL) for sediment, total suspended solids, turbidity or siltation CORRECTIVE MEASURES, IF NECESSARY Applicable Federal, Tribal, State or Local Programs Other The Incidence of Non-Complianceshall be mailed to the following address:IllinoisEnvironmentalProtection 1. 303(d) Listed receiving waters (fill out this section if checked above): 3.Storm Water Management: Provided below is a descriptionof measuresthat will be installed during the Agency constructionprocessto control pollutantsin storm water dischargesthat will occur after constructionoperations Division of Water Pollution Control SITEPLAN a. The name(s) of the listed water body, and identification of all pollutants causing impairment: have been completed. The installationof these devices may be subject to Section 404 of the Clean Water Attn: Compliance Assurance Section Act. 1021 North Grand East b. Provide a description of how erosion and sediment control practices will prevent a discharge of sediment a. Such practices may include but are not limited to: storm water detention structures(includingwet Post Office Box 19276 resulting from a storm event equal to or greater than a twenty-five (25) year, twenty-four (24) hour rainfall event: ponds), storm water retention structures, flow attenuation by use of open vegetated swales and natural Springfield, Illinois 62794-9276 depressions, infiltration of runoff on site, and sequential systems (which combine several practices). c. Provide a description of the location(s) of direct discharge from the project site to the 303(d) water body: V.Failure to Comply: FOR The practices selected for implementationwere determinedon the basis of the technical guidancein Chapter d. Provide a description of the location(s) of any dewatering discharges to the MS4 and/or water body: 41 (ConstructionSite Storm Water Pollution Control) of the IDOT Bureau of Design and EnvironmentManual. Failure to comply with any provisions of this Storm Water Pollution Prevention Plan will result in the implementation of a National Pollutant Discharge Elimination System/Erosion and Sediment Control Deficiency OF 2. TMDL (fill out this section if checked above) If practices other than those discussed in Chapter 41 are selected for implementationor if practices are Deduction against the Contractor and/or penalties under the Permit ILR10 which could be passed on to the applied to situationsdifferent from those covered in Chapter 41, the technical basis for such decisionswill be Contractor. a. The name(s) of the listed water body: explained below. b. Provide a descriptionof the erosion and sedimentcontrol strategy that will be incorporatedinto the site design b.Velocitydissipationdevices will be placed at dischargelocations and along the length of any outfall that is consistent with the assumptions and requirements of the TMDL: channel as necessaryto provide a non-erosivevelocity flow from the structure to a water course so that the natural physical and biologicalcharacteristicsand functionsare maintainedand protected(e.g. maintenanceof c. If a specific numeric waste load allocationhas been establishedthat would apply to the project's discharges, hydrologicconditionssuch as the hydroperiodand hydrodynamicspresent prior to the initiation of construction provide a description of the necessary steps to meet that allocation: activities). O. The following pollutants of concern will be associated with this construction project: Description of storm water management controls: Soil Sediment Petroleum (gas, diesel, oil, kerosene, hydraulic oil / fluids) - Concrete Antifreeze / Coolants Concrete Truck Waste Waste water from cleaning construction equipment Concrete Curing Compounds Other (specify) Solid Waste Debris Other (specify) Paints Other (specify) Solvents Other (specify) Fertilizers / Pesticides Other (specify) This plan has been prepared to comply with the provisions of the NPDES Permit Number ILR10, issued by the Illinois Environmental Protection Agency for storm water discharges from Construction Site Activities. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Owners Name Owners Signature Owners Title Date NOTE: F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 6/16/2021 1:21:47 PM, DJV PLAN VIEW THE SWPPP & NOI PERMIT SHALL BE This certification statement is part of the Storm Water Pollution Prevention Plan for the project described below, SHEET TITLE in accordance with General NPDES Permit No. ILR10 issued by the Illinois Environmental Protection Agency. STORED ON SITE IN A WATER TIGHT BOX. I certify under penalty of law that I understand the terms of the general National Pollutant Discharge Elimination System (NPDES) permit (ILR 10) that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. In addition, I have read and understand all of the information and requirements stated in the Storm Water EROSION Pollution Prevention Plan for the above mentioned project; I have provided all documentation required to be in compliance with the ILR10 and Storm Water Pollution Prevention Plan and will provide timely updates to these documents as necessary. CONTROL Contractor LINER ANCHOR Sub-Contractor STRAW BALE ANCHOR SECTIONS JOB NUMBER Print Name Signature 2200228 Title Date DATE 06/16/2021 Name of Firm Telephone SHEET NO. SIGN DETAIL STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT DETAIL 9 of 9  A C D 1 14 D C A 0 1 2 3 4 5 6 1 Site to Place, Inc. 2 847 South Randall Road, #406 Elgin, Illinois 60123 E Phone: (847) 899-8834 Fax: (507) 540-3055 www.sitetoplace.com 3 CONSULTANTS: SEAL(S): D S. 2ND. STREET S. 3RD. STREET PREPARED FOR: Wendler Engineering Services, Inc. Dixon, Illinois 1 TREE PROTECTION FENCING, L1 TYPICAL EXISTING CREEK, TYPICAL PROJECT NAME: C Safe Passage Center Landscape FRANKLIN STREET Improvements DeKalb, Illinois PROJECT NO.: 018-004 ISSUED: FOR CITY REVIEW DATE: 06/10/2021 REVISIONS: B Metal fence posts "Tenax Alpi" 4' orange safety fence or approved equal Fence at dripline of existing trees or at edge of proposed improvements within dripline Note: 1. Fence to protect root zone of the DRAWN BY: BMS existing trees from compaction, damage BMS Notes to roots and injury to trees. Materials, CHECKED BY: equipment and vehicles shall not be 1. Basemap information obtained from geometric site, grading, and stored inside protection fencing. utility plans prepared by Wendler Engineering Services, Inc. dated 2. After trees are safely fenced nothing is 05/17/2021. to be raked out, cut, planted, stored, or 2. Contractor responsible for verifying all quantities. Plants and other disturbed inside the fence without written Scale: 1" = 20' NORTH materials are quantified and summarized for the convenience of permission from the Landscape Architect. the Owner and jurisdictional agencies only. Quantify and install 3.Contractor to maintain all protection sufficient quantities to complete the work as drawn. No additional fencing in approved condition through payments will be made for materials required to complete the work written substantial completion for the site 0' 5' 10' 20' 40' 60' as drawn. and landscape improvements unless 3. Call J.U.L.I.E. prior excavation work. Contractor responsible for noted otherwise. SHEET TITLE: A locating and working around all existing utilities. In addition, repair 4. Contractor to remove protective fence damage to existing utilities caused by contractor activities at no 8' MAX. only after all construction work has been EXISTING VEGETATION additional cost to the Owner. Any utility locations shown are finished. PRESERVATION AND approximate only. 4. Refer to specifications for further information, standards and notes. TREE PROTECTION FENCING REMOVALS PLAN 1 Scale: 1/4" = 1'-0" TREE-PROT-FENC PRELIMINARY DRAWING L1 NOT FOR CONSTRUCTION c 2021 Site to Place, Inc. 1 2 3 4 5 3 6 2 1 0 0 1 2 3 4 5 6 ZONED: GENERAL COMMERCIAL (GC) LAND USE: COMMERCIAL 1 Site to Place, Inc. 2 847 South Randall Road, #406 Elgin, Illinois 60123 E Phone: (847) 899-8834 Fax: (507) 540-3055 www.sitetoplace.com 3 CONSULTANTS: TURF 2-AUTUMN BRILLIANCE SERVICEBERRY 12-PRAIRIE DROPSEED 4-GRO-LOW SUMAC TURF 15-PRAIRIE DROPSEED 3-BUTTERFLY WEED ZONED: GENERAL COMMERCIAL (GC) 3-MAGNUS PURPLE CONEFLOWER 100' (EXCLUDING DRIVEWAY AND ISLAND) 6-VIETTE'S LITTLE SUZY BLACK-EYED SUSAN 100' (excluding driveway) 3-GRO-LOW SUMAC REQUIRED: 3.3 TREES, 13.3 SHRUBS SEAL(S): MULCH BED, TYPICAL ZONED: GENERAL COMMERCIAL (GC) LAND USE: COMMERCIAL D 100' (excluding driveway) S. 3RD. STREET TURF S. 2ND. STREET 13-PRAIRIE DROPSEED PROVIDED: 3 TREES, 14 SHRUBS 5-VIETTE'S LITTLE SUZY BLACK-EYED SUSAN 3-BUTTERFLY WEED PREPARED FOR: PROPOSED BUILDING 3-MAGNUS PURPLE CONEFLOWER TURF Wendler TURF LAND USE: BANQUET HALL TURF TURF CURRENTLY ZONED: PLANNED DEVELOPMENT-COMMERCIAL (PD-C) CURRENT LAND USE: VACANT Engineering Services, Inc. Dixon, Illinois TURF TURF PROJECT NAME: 7-BLUE MUFFIN ARROWWOOD VIBURNUM C 2-EXISTING LINDENS TURF TURF TURF 2-ACCOLADE ELM Safe Passage 8-PRAIRIE DROPSEED Center Landscape 7-GRO-LOW SUMAC FRANKLIN STREET Improvements DeKalb, Illinois 40' (EXCLUDING DRIVEWAY) INTERIOR PARKING, 22 SPACES REQUIRED: 1.1 TREES, 440 SF LANDSCAPE AREA REQUIRED: 1.3 TREES, 5.3 SHRUBS PROVIDED: 1 TREE, 786 SF LANDSCAPE AREA PROVIDED: 2 TREES, 5 SHRUBS PROJECT NO.: 018-004 ZONED: RESIDENTIAL CONSERVATION (RC-1) ZONED: RESIDENTIAL CONSERVATION (RC-1) ISSUED: FOR CITY REVIEW LAND USE: PARKING LOT LAND USE: SINGLE FAMILY HOME DATE: 06/10/2021 REVISIONS: Material List Planting Notes B 1. Basemap information obtained from requirements. See Civil Engineering plans. geometric site, grading, and utility plans Place erosion control blanket along all prepared by Wendler Engineering Services, slopes greater than 4:1 and in all swales. Inc. dated 05/17/2021. 5. All planting beds abutting turf shall have a 2. Contractor responsible for verifying all spade cut planting bed edge unless noted quantities. Plants and other materials are otherwise. quantified and summarized for the 6. All existing turf areas disturbed during convenience of the Owner and construction shall have new turf installed. jurisdictional agencies only. Quantify and 7. All mulch beds shall be 3" deep shredded, DRAWN BY: BMS install sufficient quantities to complete the well-rotted hardwood mulch. CHECKED BY: BMS work as drawn. No additional payments 8. All plants to be selected and installed will be made for materials required to following the American Association of complete the work as drawn. Nurserymen's standards. 3. Call J.U.L.I.E. prior excavation work. 9. Refer to specifications for further Contractor responsible for locating and information, standards and notes. working around all existing utilities. In 10. Cultivars may be substituted at the time of Scale: 1" = 20' NORTH addition, repair damage to existing utilities construction depending upon cultivar caused by contractor activities at no and/or species availability in the landscape additional cost to the Owner. Any utility nurseries. locations shown are approximate only. 0' 5' 10' 20' 40' 60' 4. Contractor responsible for all erosion control and protection in all areas, including SHEET TITLE: A seeded and sodded areas, to meet applicable codes and jurisdictional agency PROPOSED PLANTING PLAN PRELIMINARY DRAWING L2 NOT FOR CONSTRUCTION c 2021 Site to Place, Inc. 1 2 3 4 5 3 6 2 1 0 0 1 2 3 4 5 6 1 Remove any broken branches, tree bags, and ribbons upon approval of plant Site to Place, Inc. 2 847 South Randall Road, #406 Avoid placing soil on top of the root ball. Elgin, Illinois 60123 E Maintain exposure of root flare. If root flare Phone: (847) 899-8834 Fax: (507) 540-3055 www.sitetoplace.com is not exposed, carefully remove excess soil. Set root ball so that base of root flare is 3 3" to 6" higher than adjacent finish grade CONSULTANTS: (root flare is typically 6" below bud graft union on grafted trees) Mulch, 3" deep in a 6' diameter ring. No mulch shall be placed within 6" of trunk Prepare 3" minimum height saucer around pit for watering Finish grade Flare and roughen sides and edges of Evergreen tree with a strong central leader. planting pit. Pit to be twice as wide as root Do not prune, stake, or wrap unless ball diameter. Backfill pit with planting soil directed to do so. If pruning is required mix. Remove excess excavated DO NOT cut leader on evergreen trees and material from site and dispose of legally See tree planting details for further only prune branches to encourage central Planting soil mix, typical SEAL(S): information on installation, backfill leader growth. Cut and remove all cords, twine, rope, materials, and tree pit size Remove any broken branches, tree bags, wire, burlap, and plastic wrap from and ribbons upon approval of plant around top half of root ball and trunk. If Avoid placing soil on top of the root ball. Maintain exposure of root flare. If root flare root ball is enclosed in a wire basket Maintain exposure of root flare. If root flare is not exposed, carefully remove excess D remove top half of wire basket and fold is not exposed, carefully remove excess soil. Set root ball so that base of root flare remaining points down into the planting pit soil. Set root ball so that base of root flare is 3" to 6" higher than adjacent finish grade Undisturbed subgrade, typical is 3" to 6" higher than adjacent finish grade (root flare is typically 6" below bud graft (root flare is typically 6" below bud graft union on grafted trees) union on grafted trees). Mulch, 3" deep in a 6' diameter ring. No PLANTING-DECIDUOUS / EVERGREEN SHRUB Mulch, 3" deep in a 6' diameter ring. No mulch shall be placed within 6" of trunk Cut and remove all cords, twine, rope, wire, 4 Scale 1/2" = 1'-0" PLNT-SHRB-DECI-EVER PREPARED FOR: mulch shall be placed within 6" of trunk. burlap, and plastic wrap from around top half of root ball and trunk. If root ball is Wendler Prepare 3" minimum height saucer around pit for watering enclosed in a wire basket remove top half Engineering of wire basket and fold remaining points Undisturbed subgrade, typical down into the planting pit Prepare 3" minimum height saucer around Finish grade adjacent to perennial or Services, Inc. 6" Min. Varies-see plan annual bed Dixon, Illinois pit for watering Set plants at same level as grown in 6" Finish grade 2 12:1 Maximum slope container Planting soil mix, typical Mulch, 3" deep, work under branches Finish grade Flare and roughen sides and edges of and leaves. Planting bed to be 2" above planting pit. Pit to be twice as wide as root adjacent finish grade. ball diameter. Backfill pit with planting soil Prepare entire planting bed to a 6" depth mix. Remove excess excavated 8" Min. of planting soil mix material from site and dispose of legally Subgrade, typical PROJECT NAME: C Undisturbed subgrade, typical Note: Root mass of root bound plants in the pots shall be loosened before Safe Passage planting. Center Landscape PLANTING-TREE ON SLOPE CONDITION PLANTING-EVERGREEN TREE PLANTING-ANNUAL AND PERENNIAL Improvements 8 Scale 1/2" = 1'-0" PLNT-TREE-SHAD-SLOPE 6 Scale 1/2" = 1'-0" PLNT-TREE-EVER 3 Scale: 1" = 1'-0" PLNT-ANNU-PERN DeKalb, Illinois Finish grade adjacent to perennial or Ornamental multi-stem tree with a minimum 6" Min. Varies-see plan annual bed PROJECT NO.: 018-004 Deciduous tree with a strong central leader. of four to five trunks. Do not prune, stake, Do not prune, stake, or wrap unless Set plants at same level as grown in FOR CITY REVIEW or wrap unless directed to do so. If pruning ISSUED: directed to do so. If pruning is required do container is required do not cut trunks, only prune DATE: 06/10/2021 not cut leader on pyramidal trees and only branches to encourage multi-stem form. Mulch, 1" deep, work under branches prune branches to encourage central Remove any broken branches, tree bags, and leaves. Planting bed to be 2" above REVISIONS: leader growth and ribbons upon approval of plant adjacent finish grade. Remove any broken branches, tree bags, Avoid placing soil on top of the root ball. Prepare entire planting bed to a 6" depth and ribbons upon approval of plant Maintain exposure of root flare. If root flare 6" Min. of planting soil mix Avoid placing soil on top of the root ball. is not exposed, carefully remove excess Subgrade, typical B Maintain exposure of root flare. If root flare soil. Set root ball so that base of root flare Note: Root mass of root bound plants is not exposed, carefully remove excess is 3" to 6" higher than adjacent finish grade in the pots shall be loosened before soil. Set root ball so that base of root flare (root flare is typically 6" below bud graft planting. is 3" to 6" higher than adjacent finish grade union on grafted trees) (root flare is typically 6" below bud graft Mulch, 3" deep in a 6' diameter ring. No PLANTING-GROUNDCOVER union on grafted trees) Mulch, 3" deep in a 6' diameter ring. No mulch shall be placed within 6" of trunk. Cut and remove all cords, twine, rope, 2 Scale: 1" = 1'-0" PLNT-GRND mulch shall be placed within 6" of trunk wire, burlap, and plastic wrap from around Cut and remove all cords, twine, rope, wire, top half of root ball and trunk. If root ball is DRAWN BY: BMS burlap, and plastic wrap from around top enclosed in a wire basket remove top half CHECKED BY: BMS half of root ball and trunk. If root ball is of wire basket and fold remaining points Adjacent plantings (turf, natural enclosed in a wire basket remove top half down into the planting pit plantings, etc.) 6" of wire basket and fold remaining points Prepare 3" minimum height saucer around Finish grade of planting bed 6" Mulch down into the planting pit pit for watering Prepare 3" minimum height saucer around Finish grade pit for watering Planting soil mix, typical Scale: AS NOTED NORTH Finish grade Flare and roughen sides and edges of Spade cut edge with smooth, uniform, Planting soil mix, typical planting pit. Pit to be twice as wide as root clean edge to match bedlines drawn in Flare and roughen sides and edges of ball diameter. Backfill pit with planting soil the plans. Segmental arcs shall not be planting pit. Pit to be twice as wide as root mix. Remove excess excavated 4" accepted. Remove and dispose of ball diameter. Backfill pit with planting soil material from site and dispose of legally spoils off site in a legal manner. SHEET TITLE: A mix. Remove excess excavated Undisturbed subgrade, typical Note: Spade edges to be installed on all material from site and dispose of legally Undisturbed subgrade, typical planting beds abutting turf or natural plantings and on all tree rings. PLANTING DETAILS PLANTING-SHADE TREE PLANTING-ORNAMENTAL TREE PLANTING BED EDGE - SPADE CUT 7 Scale 1/2" = 1'-0" PLNT-TREE-SHAD 5 Scale 1/2" = 1'-0" PLNT-TREE-ORNA 1 Scale: 3" = 1'-0" EDGE-SPDE PRELIMINARY DRAWING L3 NOT FOR CONSTRUCTION c 2021 Site to Place, Inc. 1 2 3 4 5 3 6 2 1 0  Lighting Application drawings are being provided to the recipient of this disclaimer. We make no representation as to its completeness, currency or accuracy because of reasons inherent to CAD and the additional digital data used to produce a lighting 0.0 application. All digital CAD data appear to be extremely accurate, however, this 0.0 0.0 apparent accuracy is an artifact of the techniques used to generate it, and is in no 10 + 0 2 0.0 way intended to imply actual accuracy. The user of this data takes full responsibility 0.0 for the accuracy and correctness of all measurements, area, inventories or other data 0.0 0.0 extracted from this, either manually or with the use of a computer. This light level analysis 0.0 is an estimate only, and is based on estimated reflectance values for interior applications 0.0 0.0 or estimated pole locations based on specified light levels for exterior applications. 0.0 Any variance from reflectance values, obstructions, light loss factors or dimensional data 0.0 will affect the actual light levels obtained. This analysis is a mathematical model and 0.0 0.0 can be only as accurate as is permitted by the third party software and the IES standards used. In additioncalculated values may vary from actual measurements in certain 0.0 situations due to variances, such as but not limited to, lamp output, input voltage, 0.0 0.0 ballast variances, manufacturing tolerances and application variances. The presence 10 + 0 3 0.0 of objects will decrease light levels and may cause some shadowing. %%% 0.0 0.0 0.0 .40 0.0 @ 0 0.0 0.0 26 8" SDR 0.0 6 + 143 0.0 TRE PVC ET 0.0 0.0 8" 8" 197 ND 0.0 0.0 LF 0.0 . S 10 0 + 1 0.0 0.0 0.0 0.0 S. 0.0 0.0 2 0.0 0.0 0.0 S 0.0 0.1 Comments 0.0 0.1 0.1 0.0 0.2 W .5 0.5 0.4 0.1 0.1 0.0 0.1 Date 1.3 2.2 1.8 1.0 0.8 0.5 0.3 0.2 0.0 0.0 0.0 881 36" . 05 CON 881. 50 1.9 2.7 2.1 1.5 1.5 1.3 0.9 0.4 C 881 . 02 0.0 881. 50 88 1 .5 0.0 0.1 # PR 5 0.0 OP 1 2.3 1 88 8 . F8 2.4 1.7 1.5 1.9 2.5 2.0 0.6 Revisions .5 5 0.0 OS E2 = ..2 18" ED 5 S1-4W 0.1 880.98 0.0 BU ILD .5 880.96 36" CON 0.0 I NG MH:2.7 15 2.2 1.6 1.5 2.0 2.7 1.7 0.4 18" C 0.0 0.2 0.0 .5 0 + 10 0.0 2.7 3.0 2.2 1.6 1.7 2.3 2.4 1.2 0.5 .5 0.5 Drawn By: Jose Saucedo 0.0 3 0.0 0.0 2.5 2.6 2.3 2.0 2.2 2.8 2.2 S1-4W 0.5 18" 0.0 8" MH: 15 0.0 2.6 3.0 2.5 2.3 2.2 2.5 3.0 0.3 Drawn By: jose.saucedoi@pg-enlighten.com 0.0 4" 0.0 0.0 2.4 2.6 2.1 2.0 2.4 2.5 2.1 0.2 0.0 2 .5 TRE FRA ET 0.0 S1-4W 2.6 2.1 1.6 1.7 2.4 3.1 2.2 0.2 Date:6/2/2021 NK 0.0 .5 MH: 15 LIN VC 0.0 RD 8" 0.3 STR P 0.0 2.3 2.6 1.9 1.5 1.7 2.4 2.4 .5 . S 0.0 EET 18" 0.0 0.5 0.0 2.1 2.3 1.8 1.6 2.0 2.6 2.0 4 Scale: 1" = 20' S1-4W S. 0.1 0.5 3 0.3 18" 0.5 1.2 1.4 1.6 2.4 2.8 MH: 15 8"P 36" 0.5 0.3 8"P VC CON 0.60.9 1.1 2.1 VC C 0.6 0.2 0.6 0.5 .5 0.2 0.1 878.65 .65 878 SAFE PASSAGE CENTER - DEKALB 36" 878.70 CON 87 8 C 87 8 .7 .3 3 Marc Gebhardt, Wendler Engineering Services 0 8 87 .3 8 87 8 87 8 36" .5 .5 CON C 1 1 LAY Scale: 1 inch= 20 Ft. Luminaire Schedule Symbol Qty Label Arrangement Lum. Watts Arr. Watts Lum. Lumens Arr. Lum. Lumens LLF Description [MANUFAC] 4 S1-4W SINGLE 49.7 49.7 6212 6212 0.900 ASL1-80L-50-4K7-4W-U HUBBELL OUTDOOR Calculation Summary Basic Basic Enhanced Security Security High Security Parking Lot Design Guide (in consideration of personal (security lighting for public (security lighting for public Label CalcType Units Avg Max Min Avg/Min Max/Min Description (for typical conditions) security or vandalism) spaces) spaces) PARKING LOT_Planar Illuminance Fc 1.91 3.1 0.2 9.55 15.50 READINGS TAKEN @ GRADE LEVEL lux/fc lux/fc lux/fc lux/fc PROPERTY LINE Illuminance Fc 0.09 0.6 0.0 N.A. N.A. READINGS TAKEN @ GRADE LEVEL Minimum Horizontal Illuminance (Measured on parking surface without any shadowing from any object) 2.0/0.2 5.0/0.5 10.0/1.0 30.0-60.0/3.0-6.0 Uniformity Ratio *4:1 20:1 15:1 15:1 *Avg-Min Maximum - to - Minimum Luminaire Location Summary Project Name: Minimum Vertical Illuminance (for facial recognition measured at Client Name: LumNo Label X Y Z Orient Tilt 5' above the parking surface at the point of lowest horizontal 1.0/0.1 2.5/0.25 5.0-8.0/0.5-0.8 12-60/1.2-6.0 illuminance) 1 S1-4W 870147 1916760 15 340 0 Recommendations based on RP-33-99, RP-20-98, 9th Edition IESNA Lighting Handbook 2 S1-4W 870125 1916705 15 340 0 3 S1-4W 870212 1916735 15 160 0 4 S1-4W 870189 1916679 15 160 0 Page 1 of 1  FINAL PLAT OF SAFE PASSAGE LOT 1, DEKALB CLINIC SUBDIVISION, BEING A PART OF LOTS 3 & 4, BLOCK 10, CITY OF DEKALB, DEKALB COUNTY, ILLINOIS 2021 SURVEYOR'S CERTIFICATE I.D.O.T. ACCESS NOTE CITY PLANNING AND ZONING COMMISSION APPROVAL ” “ ” ’ “ ” CITY ENGINEER CERTIFICATION COUNTY CLERK TAX CERTIFICATE CERTIFICATE OF CITY COUNCIL OWNERS CERTIFICATE COUNTY RECORDERS CERTIFICATE SCHOOL DISTRICT STATEMENT ’ ACKNOWLEDGMENT F:\2020Jobs\2200228\CIVIL\FP-2200228.dwg, 6/10/2021 3:32:01 PM, DJV ACKNOWLEDGMENT SHEET 1 OF 2 DATE: 06/10/2021 JOB NO. 2200228 SURVEYED BY: MRK BOOK NO: DRAWN BY: wendler engineering services, inc. DJV civil structural surveying DRAWING NAME: FP-2200228 www.wendlergs.com ph: 815.288.2261 REVISIONS: IlinoisProfessionalDesignFirmNo.184-000848 FINAL PLAT FOR SAFE PASSAGE, INC.  FINAL PLAT N OF SAFE PASSAGE E W LOT 1, DEKALB CLINIC SUBDIVISION, BEING A PART S OF LOTS 3 & 4, BLOCK 10, CITY OF DEKALB, DEKALB COUNTY, ILLINOIS 2021 S. 2ND. STREET TOTAL AREA S. 3RD. STREET FRANKLIN STREET F:\2020Jobs\2200228\CIVIL\FP-2200228.dwg, 6/10/2021 3:32:26 PM, DJV SHEET 2 OF 2 DATE: 06/10/2021 ALLEY JOB NO. 2200228 SURVEYED BY: MRK BOOK NO: DRAWN BY: wendler engineering services, inc. DJV civil structural surveying DRAWING NAME: FP-2200228 www.wendlergs.com ph: 815.288.2261 REVISIONS: IlinoisProfessionalDesignFirmNo.184-000848 FINAL PLAT FOR SAFE PASSAGE, INC. F:\2020Jobs\2200228\CIVIL\SITE-2200228.dwg, 11/30/2020 4:48:09 PM, MAG EXHIBIT A BENCHMARK INFORMATION: S. 2ND. STREET FRANKLIN STREET PROPOSED BUILDING APPROVED PRELIMINARY DEVELOPMENT PLAN S. 3RD. STREET TOPOGRAPHIC W N LEGEND S E SITE COVERAGE PROPOSED SURVEY DESIGNED BY: SITEPLAN MAG REVISIONS DRAWN BY: REVISION DATE LAYOUT OF DJV DATE SAFE PASSAGE CENTER SURVEYED BY: MRK 2200228 SHEET NO. 11/12/2020 wendler engineering services, inc. FOR civil structural surveying 4 of 9 JOB NUMBER BOOK NO.: SHEET TITLE PLAN www.wendlergs.com ph: 815.288.2261 SAFE PASSAGE, INC. IlinoisProfessionalDesignFirmNo.184-000848  SEALED AND SIGNED FOR FOLLOWING SHEETS except STRUCTURAL SHEETS T1 COVER SHEET GENERAL NOTES & CONTACTS A1.0 EGRESS FLOOR PLANS & SCHEDULE A2.0 BASEMENT PLAN A2.1 FIRST FLOOR A2.2 SECOND FLOOR PLAN A2.3 ENLARGED FLOOR PLANS A2.4 ENLARGED FLOOR PLANS A2.5 ROOF PLAN & DETAILS /NOTES A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 BUILDING SECTIONS A5.0 WALL SECTIONS A5.1 WALL SECTIONS A6.0 STAIRS DETAILS & NOTES A6.1 ELEVATOR SECTION, DETAILS A7.0 SCHEDULES & NOTES A8.0 ACCESSIBLE DETAILS & ENLARGED TOILET AREA PLAN A.9.0 REFLECTED CEILING PLAN - BASEMENT A9.1 REFLECTED -FIRST & SECOND FLOOR S0.0 STRUCTURAL GENERAL NOTES S0.1 STRUCTURAL GENERAL NOTES S1.0 STRUCTURAL FOUNDATION PLAN S2.0 STRUCTURAL SECOND FLOOR FRAMING PLAN S2.1 STRUCTURAL THIRD FLOOR FRAMING PLAN S2.2 STRUCTURAL FOURTH FLOOR FRAMING PLAN S2.3 STRUCTURAL ROOF FRAMING PLAN S3.0 STRUCTURAL SCHEDULES S3.1 STRUCTURAL SCHEDULES S3.2 STRUCTURAL SCHEDULES S4.0 STRUCTURAL FOUNDATION DETAILS S4.1 STRUCTURAL FOUNDATION DETAILS S5.0 FRAMING DETAILS S5.1 FRAMING DETAILS c M1 GROUND FLOOR HVAC PLAN M2 UPPER FLOORS - HVAC PLAN & DETAILS M3 TYPICAL UNIT HVAC PLANS & DETAILS P1 SANITARY SERVICE AND VENT FOR GROUND FLOOR & UPPER FLOORS P2 DOMESTIC WATER SUPPLY FOR GROUND FLOOR & UPPER FLOORS P3 SCHEDULES, DETAILS, RISERS & NOTES E1 E2 E3 E4 Fire Suppression & Fire Alarm Drawings by design-build contractors under separate cover. USE CLASS: MIXED USE - SEPARATED MIXED 'B' - BUSINESS& 'R3' - RESIDENTIAL NO SEPARATION SEPARATION REQUIRED FIRE EXTINGUISHER TO MEET NFPA 10 & SECTION 906 OF THE 2015 IBC -1st FLOOR BUILDING AREA: OFFICE - ADMINSTRATION/SUPPORT PLAN MARKED 'FE' ON PLAN SHEETS. FIRE TOTAL 40,320 SQ.FT. ----CONSTRUCTION TYPE V-A EXTINGUISHER BE MIN. TYPE 2A-40BC. IN ALL AREA WITH MAX. TRAVEL DISTANCE OF 75 FT. MOUNTED BETWEEN 5" & 5' AND NOT PROTRUDE MORE THAN 4" OPEN PERIMETER: 100% ALL COMMERCIAL RESTROOMS & RESIDENT'S INTO TRAVEL PATH. ALL HARDWARE TO FE's SHALL BE FIRE SPRINKLERS: YES - FULLY BATHROOMS TO BE VENTILATED PER 2015 IMC ACCESSIBLE HEIGHTS & LOCATIONS. ALARM: YES - FULLY ( IBC 1203.4.2.1) MECHNICAL DESIGN IN ACCORDANCE WITH ASHRAE HANBOOK OF FUNDEMENTALS 2015 INTERNATIONAL BUILDING CODE (IBC) w/AMENDMENTS. 2015 INTERNATIONAL FIRE CODE ( IFC) w/AMENDMENTS. 2015 INTERNATIONAL MECHANICAL CODE ( IMC) w/AMENDMENTS. 2015 INTERNATIONAL FUEL GAS CODE ( IFGC) w/AMENDMENTS. 2014 NATIONAL ELECTRICAL CODE ( NEC) w/AMENDMENTS. THE BUILDING PERMIT SHALL BE KEPT ON THE SITE OF WORK UNTIL COMPLETION 2018 ILLINOIS ENERGY CONSERVATION CODE. ( 2018 IECC) OF THE PROJECT AND POSTED IN SUCH A POSITION AS TO BE VISIBLE FROM THE STREET. 2014 ILLINOIS PLUMBING CODE ADDRESS NUMBERS, VISIBLE FROM THE STREET SHALL BE POSTED PRIOR TO ISSUANCE OF 2015 INTERNATIONAL PLUMBING CODE (CHAPTER 11 ONLY) PERMIT AND PERMANENT ADDRESS SHALL BE POSTED PRIOR TO ISSUANCE OF A CERTIFICATE OF 2018 ILLINOIS STATE ACCESSIBILITY CODE & 2010 ADA OCCUPANCY. -A KNOX BOX SHALL BE PROVIDED FOR EMERGENCY FIRE DEPT. ENTRY PER CITY CODE SECTION (MOST STRINGENT OF THE 2 SHALL APPLY TO THIS PROJECT) 9-1-7. PROVIDE THREE. ONE FOR RESIDENT LOBBY ENTRY, ONE AT EACH COMMERCIAL CITY OF DEKALB MUNICIPAL CODE. TENANTS CITY OF DEKALB UNIFIED DEVELOPMENT CODE. -FIRE BLOCKING AND DRAFT STOP SHALL BE PROVIDED AT ALL CEILING, SOFFITS AND CONCEALED SPACES. -FIRE EXTINGUISHERS MEETING NFPA 10 AND SECTION 906 OF THE IFC SHALL BE PROVIDED ALONG WITH THE APPROPRIATE MOUNTING HARDWARE & SIGNAGE.  C B.2 B A 1 1.1 2 3 3.1 4 5 6 7 8 9 10 11 12 13 14  C B.2 B A 1 14  C B.2 B A 1 14  ST. GEORGE GREEK ORTHODOX CHURC 320 SOUTH SECOND STREET, DEKALB, ILLINOIS 60115 • TELEPHONE: (815) 758-5731 WEB: www.stgeorge.il.goarch.org • E-MAIL: frdunstanlyon@mail.goarch.or Metropolis of Chicago December 10, 2020 Safe Passage P.O. Box 621 DeKalb, IL 60115 To Whom It May Concern, Safe Passage and St. George Greek Orthodox Church has an agreement to share parking at the parking lot on the corner of 2nd St. and Franklin St. Respectfully, Fr. Dustin Lyon H g