Board of Adjustment

City of Springfield Agenda Board of Adjustment Busch Municipal Building 2nd Floor Conference Room November 4, 2025 1:30 PM 840 Boonville Avenue Springfield, MO 65802 1. ROLL CALL. 2. APPROVAL OF MINUTES. 3. UNFINISHED BUSINESS. 4. COMMUNICATIONS. 5. INTRODUCTION OF ZONING ORDINANCE AS EVIDENCE. 6. HEARINGS. 6.1. Special Exception 1307 3700 South Glenstone Outer Road (Applicant: CPH Consulting, LLC c/o Chick-fil-A) 7. NEW BUSINESS. 8. ADJOURN. In accordance with ADA guidelines, if you need special accommodations when attending this meeting, please notify the Planning and Development office at 417-864-1611 as soon as possible to accommodate your needs. Page 1 of 17  DEVELOPMENT REVIEW STAFF REPORT PROJECT INFORMATION Case Number:Special Exception No. 1307 Location: 3700 S. Glenstone Outer Road Total Acres: 1.3 acres Applicant: 3700-3720 S Glenstone, LLC c/o Chick-fil-A, Inc. Existing Land Use: Eating and drinking establishment/restaurant with drive-thru BOA Meeting:November 4, 2025 Public Notification: Mail and posted property Staff: Daniel Neal, Senior Planner, (417) 864-1036 Proposed motion:I move to recommend approval of Special Exception 1307 as submitted in the staff report (All BOA motions are made in the affirmative). Required Vote: Four BOA members must vote for approval (4 members are a quorum). PROJECT SUMMARY: Request for a Special Exception (Section 36-366) of the off-street parking requirements for property at 3700 S. Glenstone Outer Road. LOCATION MAP ZONING MAP 1 Page 2 of 17  DEVELOPMENT REVIEW STAFF REPORT GOOGLE AERIAL OF LANDMARKS, BUSINESSES, AND ATTRACTIONS: 2 Page 3 of 17  DEVELOPMENT REVIEW STAFF REPORT GOOGLE STREETVIEW: PROPERTY HISTORY: The subject property has been zoned HC, Highway Commercial District since the Citywide zoning in 1995 and the existing Chick-fil-A has been at this location since 2007. BOARD OF ADJUSTMENT AUTHORITY: Sec. 36-366. - Special exceptions. (1) Jurisdiction and authority. The board of adjustment shall have jurisdiction and authority to grant special exceptions from the terms of this article in the following instances: (a) Off-street parking. The board of adjustment may grant a special exception from the minimum off-street parking requirements if it can be shown that, due to unique circumstances, a particular activity would not reasonably be expected to generate parking demand sufficient to justify the parking requirement. Any special exception granted by the board of adjustment shall not allow a greater building area than would have been possible had the original parking requirement been enforced. The board of adjustment may place conditions upon the granting of a special exception and may require that the parking area not required upon the granting of the special exception be landscaped. Sec. 36-351. - Board of adjustment. In considering and deciding appeals and applications for variances and special exceptions, the board acts in a quasi-judicial capacity. (4) Conduct of hearings by board of adjustment. Public hearings conducted by the board of adjustment on any matter over which it has jurisdiction shall be subject to the following rules. 3 Page 4 of 17  DEVELOPMENT REVIEW STAFF REPORT (a) Any person, or his agent, who has an interest in the subject matter of the hearing shall be afforded an opportunity to present evidence, exhibits and argument, and to question, through the chairman of the board of adjustment, witnesses on all relevant issues, subject to the chairman's imposition of reasonable limitations on the number of witnesses, and the nature and length of testimony and questioning. (b) All testimony at the hearing shall be under oath, or by affirmation, administered by the chairman. (c) The board of adjustment shall have a written record of each public hearing, and the deliberations of the board kept. (d) Members of the board of adjustment shall base their consideration of matters on which the board conducts a public hearing upon the following information and evidence: 1. Testimony, exhibits, and argument presented at the hearing, and not upon direct or indirect communication with any party or representative of such party made outside of the hearing; 2. Reports, memoranda and other materials prepared by the director of planning and development, director of building development services, director of public works, other employees of the City of Springfield or consultants in connection with the application and made a part of the record at the time of hearing; and 3. Inspections of the site when all interested parties or their representatives have the opportunity to be present, or when no such parties or their representatives are present. (e) The board of adjustment shall adopt, and may from time to time amend, such additional procedural rules as it may deem necessary or desirable for the efficient and orderly conduct of its business. Copies of such rules shall be available in the office of the director of building development services. (5) Required vote. The concurring vote of four members of the board shall be necessary to reverse any order, requirement, decision, or determination of any administrative official of the city, or to decide in favor of the applicant on any matter upon which it is required to act under this article, such as granting a variance or allowing a special exception. (6) Limitation on refiling. No appeal, request, or application to the board of adjustment shall be allowed with respect to the same parcel of land, building, or structure prior to the expiration of six months from the date of the ruling of the board unless a substantial change of circumstances or conditions can be demonstrated by the applicant. 4 Page 5 of 17  DEVELOPMENT REVIEW STAFF REPORT (7) Recordation of orders of the board. Whenever the board of adjustment shall have acted upon an appeal, application for special exception, or variance the board shall cause its order granting or denying said appeal or application to be recorded in the land records of the county recorder of deeds, however, no order shall be recorded until the order has become final by the passage of 30 days from the date said order is filed in the department of planning and development without an action being filed in a court of competent jurisdiction challenging the issuance of said order or until a court of competent jurisdiction upholds said order if it is challenged within said 30-day period. 5 Page 6 of 17  DEVELOPMENT REVIEW STAFF REPORT ZONING ORDINANCE SECTIONS SUBJECT TO THE SPECIAL EXCEPTION: Section 36-455. Off-street parking requirements. (2) Required spaces. (b) Business and commercial uses. Use Number of Required Spaces 18. Restaurants. b. With pick-up window or drive-thru One for each 70 square feet of total building floor area but not service and on-site seating. less than ten. For drive-thru service, each window shall have six queuing spaces in addition to one space at the service window. The number of queuing spaces for drive-thru service may be reduced by 20 percent for each additional window provided; however, there shall be at least two queuing spaces at each window. For pick-up service, each window shall have three queuing spaces in addition to one space at the service window. (e) Other uses. The number of parking spaces for any use not listed above shall be determined by the administrative review committee taking into account the number of employees, the number of spaces reasonably required by the visiting public, the number required for the most nearly comparable use and nationally accepted standards. (f) Computation. When determination of the number of off-street parking spaces required by this article results in a requirement of a fractional space, the fraction shall be counted as one parking space. (g) Shared parking areas. The parking spaces required of two or more uses located on the same lot may be combined and used jointly, provided, however: 1. Where off-street parking space is combined and used jointly by two or more uses having different standards for determining the amount of off-street parking space required, the parking space shall be adequate in area to provide the aggregate number of off-street parking spaces required for all such uses. 2. Where off-street parking space is combined and used jointly by two or more uses having the same standard for determining the amount of off-street parking space required, all such uses, for the purposes of this section, shall be considered as a single use and the gross floor area of all such uses in all structures on the same lot or the number of employees of all such uses in all structures on the same lot as fixed by the applicable standard, shall be taken as a single total for the purpose of determining the number of off-street parking spaces required. (h) Employee parking. Parking spaces required on an employee basis shall be based on the maximum number of employees on duty or residing, or both, on the premises at any one time. (i) Bicycle parking reduction allowance. Up to ten percent of required automobile parking may be substituted with bicycle parking at a rate of two bicycle spaces for each required automobile space. The reduction allowance is applicable only to those land uses that are required by subsection 36-455(8) to provide bicycle parking; and to parking lots that contain at least ten or more automobile spaces. 6 Page 7 of 17  DEVELOPMENT REVIEW STAFF REPORT (3) Exceptions. (a) The off-street parking requirements in this section shall not apply to structural changes in existing buildings which do not expand the building horizontally or vertically or increase the usable floor space or to changes in occupancy of a building unless the use is changed. (b) When a building or structure is located within an established public parking benefit district and there is sufficient parking available for all uses within the district as determined by provisions of the ordinances establishing the public parking benefit district such public parking established by the benefit district shall be deemed to meet the parking requirements of this section. (c) Buildings and structures in a zone that has been designated as a historic district that do not have the number of accessory off-street parking spaces required by this section shall not be required to provide any additional parking that would otherwise be required by a change in use, an expansion of the building or structure, or reconstruction after the building or structure has been destroyed or damaged by fire or other casualty, provided: 1. The number of existing off-street parking spaces is not diminished; 2. An attempt has been made to provide all required spaces, but more parking would significantly change the character of the site as viewed from the street or another historical perspective; and 3. A certificate of appropriateness is issued by the landmarks board pursuant to subsection 36- 404(3) of this article. 7 Page 8 of 17  DEVELOPMENT REVIEW STAFF REPORT MAJOR THOROUGHFARE MAP: SURROUNDING ZONING, LAND USES AND PLACETYPES: NORTH SOUTH EAST WEST ZONING HC HC R-MD R-MHC LAND USE Automotive Multi-family Manufactured Restaurant repair residential uses housing uses PLACETYPES City Corridor City Corridor City Corridor City Corridor 8 Page 9 of 17  DEVELOPMENT REVIEW STAFF REPORT DEPARTMENT COMMENTS: CITY UTILITIES: No comments. DEPARTMENT OF ENVIRONMENTAL SERVICES WASTEWATER MANAGEMENT DIVISION: No conflict with or impact on public sewer. FIRE DEPARTMENT: No issues - maintain current fire lanes. DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING DIVISION: No issues. DEPARTMENT OF PUBLIC WORKS STORMWATER ENGINEERING DIVISION: The proposal for the special exception does not impact City of Springfield Stormwater regulation requirements. 9 Page 10 of 17  DEVELOPMENT REVIEW STAFF REPORT STAFF ANALYSIS AND RECOMMENDATION: 1. The applicant is requesting special exception to reduce the minimum required off-street parking spaces in Section 36-455, Off-Street Parking Requirements, for an existing Chick-fil- A restaurant in a HC, Highway Commercial District. 2. Chick-fil-A, as part of their restaurant reinvestment program, are proposing a remodel of their existing restaurant in the City of Springfield. The scope of exterior work for this project includes modifications to add a second lane to the existing drive-through. 3. The City Code requires parking for restaurants at a rate of one parking space for each 70 square feet of total building floor area. The total square footage for the restaurant is 4833 square feet divided by 70 would require 69 parking spaces including 3 ADA spaces. The applicant is proposing to reduce onsite parking spaces from 69 required spaces to 46 spaces with a Special Exception. 4. The applicant states that… “To allow for this proposed improvement, we are requesting a Special Exception to reduce the minimum parking requirements at this site. The proposed dual lane drive-thru configuration limits the available parking the site can provide from the required 69 spaces to 46 spaces. Chick-fil-A provides majority of service to its customers via the drive-thru, and the dual lane configuration will increase the efficiency of the restaurant & help to alleviate traffic congestion onsite. There are multiple Chick-fil-A’s with a similar building footprint and parking count that have proven to operate efficiently with a similar dual lane configuration, therefore we do not believe this proposed improvement justifies the need for the amount of parking required by code.” 5. In this special exception, the Board of Adjustment has jurisdiction and authority to grant special exceptions from the terms of this article in certain instances. In this case, the Board of Adjustment must determine whether to reduce the minimum off-street parking spaces required for an existing Chick-fil-A restaurant that is adapting its site based on its high drive- thru volume that has resulted in expanding to two drive-thru lanes. 6. Per Special Exception Section 36-366 (1) (a) Off-street parking. The board of adjustment may grant a special exception from the minimum off-street parking requirements if it can be shown that, due to unique circumstances, a particular activity would not reasonably be expected to generate parking demand sufficient to justify the parking requirement. Any special exception granted by the board of adjustment shall not allow a greater building area than would have been possible had the original parking requirement been enforced. The board of adjustment may place conditions upon the granting of a special exception and may require that the parking area not required upon the granting of the special exception be landscaped. 7. The applicant has responded to the off-street parking deficiency with the following solutions: a. Potential bicycle parking reduction (Section 36-455(8) up to 10%). CPH has added 12 bicycle parking spaces to the attached revised plan. This should allow for a decrease of 6 10 Page 11 of 17  DEVELOPMENT REVIEW STAFF REPORT potential parking spaces. b. Potential cooperative parking agreements with adjacent properties (Section 36-455(4)). CFA is actively working to have a cross-parking agreement with the property to the south, however that has not been completed at this time. c. Potential seating reduction before and after that could alleviate any off-street parking concerns. The proposed project will result in a reduction of 6 seats inside the restaurant. 8. Public Works Traffic Division has reviewed the application and doesn’t oppose the request to reduce off-street parking in this situation. 9. If the special exception is approved; the existing Chick-fil-A will be allowed to have reduced off-street parking requirements per the attached site plan exhibits. 10. If this special exception is denied; the applicant must comply with the current off-street parking requirements for an eating and drinking establishment with drive-thru and on-site seating per the Zoning Ordinance. 11. Staff doesn’t make recommendations on Board of Adjustment Special Exception applications. 11 Page 12 of 17  DEVELOPMENT REVIEW STAFF REPORT ATTACHMENT 2 Special Exception Approval Criteria Section 36-366(1)(a) Off-street parking: Applicant Response 1. The board of adjustment may grant a special See Exhibit 2. exception from the minimum off-street parking requirements if it can be shown that, due to unique circumstances, a particular activity would not reasonably be expected to generate parking demand sufficient to justify the parking requirement. Any special exception granted by the board of adjustment shall not allow a greater building area than would have been possible had the original parking requirement been enforced. The board of adjustment may place conditions upon the granting of a special exception, and may require that the parking area not required upon the granting of the special exception be landscaped. 12 Page 13 of 17  DEVELOPMENT REVIEW STAFF REPORT ATTACHMENT 2 Legal Description Lot 1 of Diners Court, an Administrative Replat of Lot 1 of McCallister Estates Subdivision, in Springfield, Greene County, Missouri. 13 Page 14 of 17  500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 8/15/2025 Fax: 407.330.0639 City of Springfield Board of Adjustment Attention: Daniel Neal, Senior City Planner 840 N Boonville Ave., 1st Floor Springfield, MO 65802 RE: Chick-Fil-A #1947 Glenstone 3700 S Glenstone Ave Springfield, MO 65804 To Whom it May Concern, Chick-fil-A, as part of their restaurant reinvestment program, are proposing a remodel of their existing restaurant in the City of Springfield. The scope of exterior work for this project includes modifications to add a second lane to the existing drive-through. To allow for this proposed improvement, we are requesting a Special Exception to reduce the minimum parking requirements at this site. The proposed dual lane drive-thru configuration limits the available parking the site can provide from the required 69 spaces to 46 spaces. Chick-fil-A provides majority of service to its customers via the drive-thru, and the dual lane configuration will increase the efficiency of the restaurant & help to alleviate traffic congestion onsite. There are multiple Chick-fil-A’s with a similar building footprint and parking count that have proven to operate efficiently with a similar dual lane configuration, therefore we do not believe this proposed improvement justifies the need for the amount of parking required by code. Sincerely, CPH Consulting, LLC. Jason Toole, P.E., LEED AP Chief Revenue Officer o 850.563.1490 (Ext. 4801) c 850.774.9575 jtoole@cphcorp.com 14 Page 15 of 17  DESIGN NOTES & KEY PLAN SITE DATA 1A 1 DIRECTIONAL ARROW C-4.0 STATEMENT OF INTENT 2A 2 DRIVE-THRU GRAPHICS C-4.0 PROPOSED PROJECT IS PART OF OWNER'S EXISTING PROPERTY REINVESTMENT PROGRAM TO IMPROVE CUSTOMER SERVICE AND RESTAURANT OPERATIONS. 2B 3 STOP BAR GRAPHIC C-4.0 PROPERTY IMPROVEMENTS WILL INCLUDE INTERIOR & EXTERIOR RENOVATIONS, DUAL LANE DRIVE THRU WITH CANOPIES AND EXISTING PARKING LOT WILL BE 3 4 CROSSWALK MARKINGS C-4.0 ADJUSTED TO SUPPORT ELEMENTS PROPOSED. 5 4" SOLID WHITE STRIPING ADDRESS: 3700 S GLENSTONE AVE, SPRINGFIELD, MISSOURI 65804 PROPOSED CHEVRON & DIAGONAL STRIPED WALKWAY, SINGLE YELLOW SOLD LINE / CHICK-FIL-A SITE AREA: 1.32 AC.± (57,518 S.F. ±) 6 4" WIDE PER CFA SPECIFICATIONS. ZONING: HC - HIGHWAY COMMERCIAL 7 PROPOSED DIAGONAL STRIPING, SINGLE YELLOW SOLD LINE / 4" WIDE. PARCEL ID: 19082010 4 8 CONCRETE SIDEWALK C-4.1 5 BUILDING INFORMATION 9 CONCRETE SIDEWALK w/ CURB & GUTTER C-4.1 EXISTING CONDITION: 7 10 CONCRETE BOLLARD C-4.1 EXISTING BUILDING AREA: 4,833 S.F. EXISTING FLOOR AREA RATIO: 0.084 8 11 CONCRETE CURB & GUTTER C-4.1 NUMBER OF STORIES: 1 Chick-fil-A 12 PROPOSED CONCRETE INTEGRAL CURB. PROPOSED CONDITION: SAME, NO CHANGE TO EXISTING BUILDING PROPOSED. 5200 Buffington Road 2 13 BUTT JOINT C-4.2 Atlanta, Georgia LAND COVERAGE SUMMARY 14 CONCRETE PAVEMENT DRIVE-THRU LANE 3 C-4.2 30349-2998 PAVEMENT EDGE DETAIL EXISTING CONDITION: 5 15 IMPERVIOUS AREA: 44,197 S.F. (76.84%) (START & END OF DRIVE-THRU LANES) C-4.2 OPEN SPACE: 13,321 S.F. (23.16%) EXISTING PYLON SIGN TO REMAIN. SIGNAGE VENDOR TO UPDATE EXISTING PYLON TOTAL: 57,518 S.F. (100.00%) 16 SIGN TO CURRENT CFA BIR STANDARDS. PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT AND CFA DESIGN PRIOR TO COMPLETING ANY FABRICATION OR WORK. PROPOSED CONDITION: IMPERVIOUS AREA: 43,454 S.F. (75.54%) 17 TRANSVERSE & LONGITUDINAL CONTRACTION JOINT OPEN SPACE: 14,064 S.F. (24.46%) 1 TOTAL: 57,518 S.F. (100.00%) 18 DRIVE-THRU PLAN - FLUSH WITH FFE C-4.3 3 BUILDING SETBACKS REQUIRED PROVIDED 19 DRIVE-THRU ORDER POINT ISLAND C-4.3 FRONT (Glenstone) SIDE (Discount) 25' 0' 91.26' 27.72' www.cphcorp.com 4 20 MENU BOARD LOOP DETECTION SYSTEM C-4.3 SIDE (Red Robin) Rear (Residential) 0' 10' 26.20' 151.29' Building Better 21 FREE-STANDING ORDER POINT CANOPY (REFER TO ARCH. PLANS) Communities Together PARKING INFORMATION 22 FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY (REFER TO ARCH. PLANS) 500 West Fulton Street EXISTING CONDITION: Sanford, FL 32771 23 LANDSCAPED AREA REGULAR: 62 SPACES Ph: 407.322.6841 ADA: 03 SPACES 24 DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE) TOTAL: 65 SPACES PROPOSED SAWCUT LIMITS. CONTRACTOR SHALL NEATLY SAWCUT, REMOVE AND 25 MATCH EXISTING PAVEMENT & CURBING WITH SMOOTH TRANSITION. PROPOSED CONDITION: Plans Prepared By: REGULAR: 43 SPACES 26 SIDEWALK ACCESSIBLE RAMP 1 C-4.1 ADA: 03 SPACES CPH Consulting, LLC TOTAL: 46 SPACES 27 PROPOSED LIGHT POLE LOCATION, REFER TO SHEETS ES-1.0 & ES-2.0. A Full Service A & E Firm 0' R2.00' R6. REQUIRED PARKING: 1 SPACE PER 70 SF. BASED ON 4,833 SF / 70 SF = 69 SPACES 5 11 28 28 28 NEW FIXTURE ON EXISTING POLE AND BASE, REFER TO SHEETS ES-1.0 & ES-2.0. REQUIRED. 3 ADA SPACES REQUIRED BASED ON 69 SPACES. R30.00' R4.00' 5 28 23 29 BIKE RACK * PARKING VARIANCE REQUIRED. 11 C-5.0 23 27.72' 1 18.50' GENERAL NOTES 11 18 3.00' 23 3 R1.00' R3.00' R30.00' 1. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN (BOC) WHICH 17 INDICATES BACK OF CURB. R1.00' 11 9.00' 22 3.00' 13 2. ALL CURBED RADII ARE TO BE 10' AND 3' UNLESS OTHERWISE NOTED. 13 14 6 1 R40.00' 23.00' 15 14 3. ALL SIGNS SHALL HAVE A 7'0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. ALL SIGNAGE INCLUDING REGULATORY SIGNAGE, 25 1 2.00' R30.00' 9.00' SHALL MEET THE LOCAL AGENCY DESIGN GUIDELINES & MUTCD REQUIREMENTS. JASON L. TOOLE, P.E. 2023009223 R20.00' 4. ALL SIGNS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 28 23 This item has been digitally signed and sealed by Jason L. Toole, 16 25 5. ALL STRIPING SHALL BE IN CONFORMANCE WITH LOCAL AGENCY REQUIREMENTS. PE. on the date adjacent to the seal. Printed copies of this 4 7 12 document are not considered signed and sealed and the 6.00' 1 6. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE FLUSH WITH FINISHED signature must be verified on any electronic copies. 23 2 GRADE. ALL PARTS TO BE TRAFFIC BEARING (AASHTO H-20 LOADING). MANHOLE COVERS SHALL MEET THE LOCAL AGENCY STANDARD. 23 7 CHICK-FIL-A 3700 S Glenstone Ave, Springfield 26 Springfield, Greene County, Missouri 8 6.00' 4 11 7. TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. CONTRACTOR SHALL 46 PARKS 9 ENSURE THE MAXIMUM CONSTRUCTED LEVEL TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION, 91.26' 39 CAR STACK 151.29' 18.00' 24.00' CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH 8 MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 9 10.00' 10.00' 29 3.35' 2.00' 3.00' 8. ALL CONCRETE POURS SHALL BE BOUND BY EXPANSION JOINTS WHEN ABUTTING 5 11 ANOTHER CONCRETE POUR / SLAB OR ASPHALT PAVEMENT, INCLUDING CURBING. 23 12 9. ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS WILL BE BUILT AND INSPECTED 25 6 27 TO MEET CURRENT ADA REQUIREMENTS. 24 7 R20.00' 15 10.REPOSITION OR RELOCATE SECURITY/OPERATIONAL CAMERAS AT SERVICE YARD AREA, REFER ARCH/MEP PLANS. 17 .0 (TY 0' 9 11.EXISTING ASPHALT PAVEMENT TO BE RESEALED WITH ASPHALT SEALANT AT 14 6 1 10 20 P.) COMPLETION OF PROJECT SITE WORK. EXISTING STRIPING AND PAVEMENT MARKINGS 1 5 SHALL BE REPAINTED TO MATCH EXISTING CONDITIONS UNLESS OTHERWISE NOTED. 2 11 Glenstone R20.00' Missouri 65804 28 12. ALL EXPOSED METALS SHALL BE REPAINTED DARK BRONZE, WHICH SHOULD INCLUDE, 4 17 19 R20.00' 25 BUT LIMITED TO, SIGN POSTS, BOLLARDS, LIGHT POLES, GAS PIPING & DUMPSTER 21 ENCLOSURE APPURTENANCES. 23 13 13. SITE GEOTECHINICAL INVESTIGATION PERFORMED BY TERRACON CONSULTANTS, INC. R3.00' CPH, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY OR 13 COMPLETENESS OF THEIR SCOPE OF WORK. THE CONTRACTOR SHALL OBTAIN A COPY 26.20' 25 11 OF THE GEOTECHICAL REPORT FOR THIS SITE PRIOR TO CONSTRUCTION AND COMPLY 28 6 WITH THE RECOMMENDATIONS CONTAINED WITHIN. 11 28 R10.00' 14. ALL EXISTING STRIPING SHALL BE RE-STRIPED TO MATCH EXISTING CONDITIONS UNLESS NOTED OTHERWISE ON PLAN. 11 FSR# 01947 BUILDING TYPE / SIZE: P1X LS LRG RELEASE: vX.YY.MM REVISION SCHEDULE NO. DATE DESCRIPTION 1 2 3 4 CONSULTANT PROJECT # 2501002 PRINTED FOR Permit N DATE 9/5/2025 DRAWN BY CPH Consulting, LLC Permit Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET 20 0 20 40 SITE PLAN SHEET NUMBER Graphic Scale in Feet C-2.0 15 Page 16 of 17  REINFORCED CONCRETE MINIMUM 4000 PSI AT 28 DAYS, 6" MINIMUM THICKNESS W W 6" MIN THICKNESS 4" MIN Ø INSPECTION GROUT BOTH CONCRETE TEE SIDES O.D. O.D. CLEAR ACCESS OPENING Chick-fil-A INLET OUTLET UNDISTURBED UNDISTURBED 5200 Buffington Road EARTH OR COMPACTED EARTH OR COMPACTED PRECAST BAFFLE Atlanta, Georgia 4" MIN THICK 4" MINIMUM Ø FILL FINAL BACKFILL FILL FINAL BACKFILL 4" MINIMUM Ø CLEANOUT CLEANOUT 30349-2998 4" MINIMUM Ø INSPECTION TEE PIPE PIPE SPRING 6" MIN. SPRING 6" MIN. CLEANOUT SLOT BOTH CLEANOUT LINE INITIAL LINE INITIAL DIA. PLAN VIEW SIDES BACKFILL BACKFILL "A" PAVING OR GRADE FRAMES EMBEDDED IN MORTAR OR OTHER WATERTIGHT SEALANT HAUNCHING HAUNCHING DIA. HEAVY DUTY FRAME AND COVER 4" BEDDING 4" BEDDING "A" THREADED PVC CLEANOUT PLUG W/ LETTERS "C.O." CAST IN COVER (MIN.) (MIN.) 18" MIN 18" MIN TWO WAY GRADE SURFACE AWAY 4" PIPE DIA. W 4" DIA. CLEANOUT TEE www.cphcorp.com FROM CLEAN OUT 1" IN GRASSY AREA <12" O.D. OF PIPE + (12" TO 18") "A" 0" IN PAVED AREA >12" > O.D. OF PIPE + 18" VENT PIPE 4" MIN. Ø INSPECTION TEE 6" 4" MIN. Ø INSPECTION TEE Building Better Communities Together WATER LINE SANITARY SEWER EXCAVATABLE 4" MIN Ø INLET 2.5" ADJUSTABLE HEAD FLOWABLE FILL OR 500 West Fulton Street 4" MIN Ø OUTLET 4" MIN. 2500 PSI P.C. NO. 57 STONE TWO WAY TO SANITARY Sanford, FL 32771 CONCRETE COLLAR PLAN VIEW 24" MIN (TYPICAL) CLEANOUT TEE PRECAST BAFFLE SEWER MAIN 4" MIN THICKNESS Ph: 407.322.6841 12" 12" 42" MIN LIQUID NOTE: SEE APPLICABLE DETAIL 6" MIN PVC FOR BACKFILL AND BEDDING GENERAL NOTES 2' MIN. 8" IF INLET INSTRUCTIONS. PIPE IS 8" Plans Prepared By: CLEARANCE SIZE OF RISER PIPE PER LOCAL CODES DEPTH 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN 45° BEND HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV-A COMPACTED TO 95% STANDARD CPH Consulting, LLC THEN BEDDING SHALL BE CLASS I-B PROCTOR. CRUSHED STONE PER LOCAL CODES COMPACTED TO 85% STANDARD PROCTOR. 6" MIN THICKNESS 12" 8" A Full Service A & E Firm 7. ALL MATERIALS ARE CLASSIFIED IN CONCRETE ACCORDANCE WITH ASTM D 2321-89. 10" 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE (MIN.) BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN 9" MIN DIRECTION OF FLOW I-A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE 85% PROCTOR. WITH ASTM D 698. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR . SPRING LINE DI 2 1 3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT. EXCAVATABLE A "B " 9"MIN 3 LENGTH 3 LENGTH FDOT 57 STONE WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FLOWABLE FILL OR NOTES: FREE OF DEBRIS, ORGANICS AND ROCKS NO. 57 STONE 1. SPECIFIC DESIGN DETAILS MUST IN ALL ASPECTS MEET APPLICABLE FLORIDA PLUMBING AND ADMINISTRATIVE CODE. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3". (TYPICAL) 2. SIZE GREASE INTERCEPTOR PER UTILITY PLAN, SHEET PS-1.0. DIA. DIA. 3. INTERCEPTORS SHALL BE WATER AND GAS TIGHT. PLUG WYE IF SERVICE LATERAL CAN BE CLASS III COMPACTED TO 90% WYE STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, "B" "B" 4. ALL FIXTURES LOCATED IN FOOD AND BEVERAGE PREPARATION AREAS SHALL BE ROUTED THOUGH GREASE INTERCEPTOR. DOES NOT CONTINUE SHORED, SHEETED, BRACED, OR OTHERWISE RESTROOM WASTE SHALL NOT BE ROUTED THROUGH INTERCEPTOR. SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION 5. FINAL BACKFILL SHALL BE CLASS I, II, OR SUPPORTED IN COMPLIANCE WITH OSHA SECTION 5. BAFFLE REQUIRED; ALTERNATIVE DESIGNS ARE ACCEPTABLE. DESIGN MUST MEET FLORIDA PLUMBING AND ADMINISTRATIVE III COMPACTED AS NOTED IN NOTES 3. AND REGULATIONS AND LOCAL ORDINANCES. (SEE CODE. 4. SPECIFICATIONS) 6. LOADS: H-20 TRUCK WHEELS WITH 30% IMPACT PER AASHTO. TRAFFIC BEARING FRAME AND COVER TO MEET FDOT STANDARDS IF APPLICABLE. JASON L. TOOLE, P.E. (FOR LESS THAN 12" CLEARANCE) 2023009223 1 SANITARY SEWER CLEAN-OUT 2 UTILITY TRENCH AND BEDDING 3 PIPE CROSSING DETAIL 4 GREASE INTERCEPTOR This item has been digitally signed and sealed by Jason L. Toole, C-5.0 N.T.S. C-5.0 N.T.S. C-5.0 N.T.S. C-5.0 N.T.S. PE. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CHICK-FIL-A NOTES: 3700 S Glenstone Ave, Springfield Springfield, Greene County, Missouri 1. 3000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 RE-BAR. 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. REUSE EXISTING FIXTURE 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL. AN INSPECTION DURING THE CONSTRUCTION OF THE SITE LIGHT POLE MUST BE PERFORMED AND RECORDED BY A CERTIFIED SPECIAL INSPECTOR EMPLOYED BY THE OWNER. 4. MINIMUM ALLOWABLE SOIL BEARING PRESSURE 3000 PSF. NOTIFY ENGINEER IF BEARING PRESSURE IS LESS. 5. AIR ENTRAINMENT: 4 TO 6% 6. POLE TO BE CERTIFIED FOR 110 MPH WIND LOAD BY MANUFACTURER. 60 DEG. APART (TYPICAL) HORIZONTAL REINFORCING BARS. REUSE EXISTING LIGHT POLE VERTICAL REINFORCING BARS. Glenstone Missouri 65804 25'-0" SECTION "A-A" POLE-TO-BASE PLATE WELD SHALL COMPLY WITH AWS SPECS. AT TOP & BOTTOM OF BASE PLATE. 11" DIA. 45° BOLT CIRCLE POLE BASE PLATE AND BOLT PATTERN PER MANUFACTURER'S 10 1/4" RECOMMENDATIONS. 5" SQ. BASE PLATE BOLT HOLE ENTRY HOLE 24" DIAMETER CONCRETE FOUNDATION. LIGHT FIXTURE ORIENTATION. NOTE: PRIOR TO CONCRETE BASE CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING LIGHT SECTION "B-B" (SEE PLAN FOR ORIENTATION TO HAND HOLE 10 1/4" POLE BASE PLATE BOLT PATTERN. BUILDING.) BOLT COVER DETAIL (WITH POLE) POLE BASE PLAN SECTION THRU POLE BASE NO SCALE GROUND WIRE LUG BOLTED 1'-6" TO LIGHT POLE FIXTURE/POLE ASSEMBLY 6" IN LANDSCAPE AREA, 24" IN PAVED AREA ANCHOR BOLT FURN. BY POLE MANUFACTURER FSR# 01947 BUILDING TYPE / SIZE: P1X LS LRG RELEASE: vX.YY.MM GRADE NOTES: REVISION SCHEDULE LIGHTING NOTE: GROUND MANUFACTURE: THIS PLAN IS PROVIDED FOR LIGHT POLE PLACEMENT AND PHOTOMETRIC DESIGN CLAMP NO. DATE DESCRIPTION BELSON OUTDOORS ONLY. THE PROJECT ELECTRICAL ENGINEER WILL SPECIFY THE CIRCUITING OF THE 24" 1 STANDARD DESCRIPTION: SITE AND BUILDING LIGHTING AS WELL AS PROVIDING THE POWER AND SWITCHES IN 6'-0" NO. 8 COPPER THE BUILDING'S ELECTRICAL PANEL. GND WIRE-1/2" 2 ORION IN-GROUND MOUNT STEEL BIKE RACK 3 BLACK POWDER COATED 5/8" x 10' GROUND ROD 4 ORDERING INFORMATION: NOTES: RACEWAYS IN GROUND MOUNT: ORN-2-SF-P AS REQ'D. POURED CONCRETE BASE CONSULTANT PROJECT # 2501002 1. REFER TO SHEET E-1.3 FOR ELECTRICAL CIRCUIT PLAN. 8 - #6's HORZ. W/ 3,000 P.S.I. MIN. #3 TIES AT 12" O.C. PRINTED FOR 2. LIGHT HEAD AND POLE ARE EXISTING TO BE RELOCATED Permit 3. ALL POLES ARE TO BE PLACED 3'-0" BEHIND BACK OF CURBS. VERIFY DESIGN DATE ACCORDING TO LOCAL 9/5/2025 SOIL / FOUNDATION DRAWN BY REQUIREMENTS CPH Consulting, LLC Permit 2'-0" Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET CONSTRUCTION DETAILS FOUNDATION PLAN SHEET NUMBER 5 BICYCLE RACK DETAIL C-5.0 N.T.S. 6 LIGHT POLE DETAIL C-5.0 N.T.S. C-5.0 16 Page 17 of 17