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19-002-SE Wawa Convenience Store (Park St & NW 2nd St)City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Fax (863) 763-1686 Date:jeetinber 51 aOi8 Petition No. 1q -DUa- Se Fee Paid: 5(60, 00 Jurisdiction: ON 1st Hearing:2nd x-17- t q 2Hearing:Nr Publication Dates: Notices Mailed: I-62- /9 '4- an:, 9. . Rezone, Special Exception and Variance ' 1,,, APPLICANT INFORMATION 1 Name of property owner(s): Please see attached 2 Owner mailing address: Please see atttached 3 Name of applicant(s) if other than owner Steve Lipofsky,PE c/o Southeast Investments,lnc. 4 Applicant mailing address: 2655 North Ocean Drive Ste. 401 Singer Island, FL 33404 E-mail address: slipofsky@theferbercompany.com 5 Name of contact person (state relationship): 6 7 Contact person daytime phone(s): 904-285-7600 �,1 '; PROPERTY INFORMATION �, ,�; .<. Property address/directions to property: NWC Park Street & 2nd Ave Okeechobee, FL 34972 8 Describe current use of property: Vacant Land, Parking lot and two out parcel buildings. 9 Describe improvements on property (number/type buildings, dwelling units , occupied or vacant, etc. Proposed 6,119 SF Wawa convenience store with gas sales, Supporting parking and landscap Source of potable water: City Water p Method of sewage disposal -City Sewer 10 Approx. acreage: 1.72 1. (ol) Is property in a platted subdivision? Vf, 11 Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: 12 Is a pending sale of the property subject to this application being granted? Yes 13 Describe uses on adjoining property to the North: North: East: South: West: 14 Existing zoning: Commercial Business Dist. Future Land Use classification: Heavy Commercial District 15 Have there been any prior rezoning, special exception, variance, or site plan approvals on the yes provide date, petition number and nature of approval. property? ( ✓ )No ( )Yes. If 16 Request is for: ( ) Rezone ( X ) Special Exception () Variance 17 Parcel Identification Number: 3-15-37-35-0010-01560-0070, 3-15-37-35-0010-01560-0090, 3-15-37-35-0010-01560-0110, 3-15-37-35-0010-01560-0010 (Rev 9/2017) Page 1 of 11 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signatur4 e Printed Name Steve Lipofsky, PE1P/3/4 Date For questions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2 of 11 REQUIRED ATTACHMENTS 18 Applicant's statement of interest in property: Construct Wawa convenience store 19 Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the city on the application, the applicant shall pay the actual costs. 20 Last recorded warranty deed: 21 Notarized letter of consent from property owner (if applicant is different from property owner) 22 Three property surveys (one no larger than 11x17) containing: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) 24 Affidavit attesting to completeness and correctness of the list (attached) 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signatur4 e Printed Name Steve Lipofsky, PE1P/3/4 Date For questions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2 of 11 Patty Burnette From: Kimberly D'Andrea <kdandrea@bohlereng.com> Sent: Thursday, December 20, 2018 12:58 PM To: Christopher Rogers; Patty Burnette Cc: Marcos Montes De Oca; Jonah Weaver; Steven Lipofsky; flb180057@nf.bohlereng.com Subject: RE: Okeechobee Wawa Attachments: Re -Zoning Revised App Pages 6 7.pdf; Special Exception Pages 8 and 9.pdf Good Afternoon Patty, I have attached the completed pages of the rezoning and special exception apps. Will you accept thein in this format or would you prefer a fill application. Please let me know, here to help. OD BOHLER ENGINEERING 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 kdandrea@bohlereng.com www.BohlerEngineering.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. From: Christopher Rogers Sent: Thursday, December 20, 2018 12:10 PM To: Patty Burnette <pburnette@cityofokeechobee.com> Cc: Marcos Montes De Oca <mmontesdeoca@cityofokeechobee.com>; Jonah Weaver <jweaver@bohlereng.com>; Steven Lipofsky <slipofsky@ferbercompany.com>; Kimberly D'Andrea <kdandrea@bohlereng.com> Subject: RE: Okeechobee Wawa Patty, Here are the word documents for the narratives that cover the responses. 1 Patty Burnette From: Christopher Rogers <crogers@bohlereng.com> Sent: Thursday, December 20, 2018 12:10 PM To: Patty Burnette Cc: Marcos Montes De Oca; Jonah Weaver; Steven Lipofsky; Kimberly D'Andrea Subject: RE: Okeechobee Wawa Attachments: Rezone Criteria Narrative.doc; Special Exception Criteria Narrative.doc Patty, Here are the word documents for the narratives that cover the responses. I am adding to the applications as much as I can. Christopher Rogers, P.E. Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com From: Christopher Rogers Sent: Wednesday, December 19, 2018 2:28 PM To: Patty Burnette <pburnette@cityofokeechobee.com> Cc: Marcos Montes De Oca <mmontesdeoca@cityofokeechobee.com>; Jonah Weaver <iweaver@bohlereng.com>; 'Steven Lipofsky' <slipofsky@ferbercompany.com>; Kimberly D'Andrea (kdandrea@bohlereng.com) <kdandrea@bohlereng.com> Subject: RE: Okeechobee Wawa Patty, Here is the Lot 5 and Lot 6 Consent forms, I am finalizing the word docs for the extra questions on the special exemption and Re -zoning app. Do you need just the word files and PDF of the word files for these answered questions or do I have to get all the text on the application itself as I am having trouble trying to fit it on the apps? Thanks Christopher Rogers, P.E. Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Wednesday, December 19, 2018 11:47 AM To: Patty Burnette <pburnette@cityofokeechobee.com> Cc: Marcos Montes De Oca <mmontesdeoca( Wcityofokeechobee.com>; Christopher Rogers <crogers@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com> Subject: RE: Okeechobee Wawa 1 O BOHLER ENGINEERING WAWA GASOLINE SERVICE STATION & CONVENIENCE STORE Northwest corner of NW Park Street & NW 2"d Avenue Special Exception Criteria Narrative Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 The proposed site is located on the northwest corner of NW Park Street & NW 2nd avenue. A 6,119 - square foot gasoline service station/ Convenience Store and Restaurant, along with 6,055 -square foot canopy 16 Vehicle fueling positions and supporting infrastructure will be placed on the site and will integrate the current development and design standards set forth by the City of Okeechobee. The existing site consists of a two story 7,392 SF retail building, a 1,232 SF tire store and a parking lot. The existing site has been in operation in the last 5 years. Per coordination with Okeechobee Utility Authority, the city will provide sufficient capacity to provide water and wastewater services to the site and a written statement from the utilities department has been obtained in a form of a will serve letter to confirm it. Sign off for the relocation of the main lines have been provided, as required for the alley abandonment. Additionally, a new 20 -foot easement will be provided with the relocated water and sewer mains running through the site which will be necessary for the installation and maintenance of a potable water service transmission system and the Gravity Sewer MHs and main lines, which will meet all applicable health and environmental regulations. All fees required to be paid for water and sewer contribution and all other charges shall be paid when required. Fire protection services will be provided on the site to protect people and the property in the proposed development. A fire hydrant will be placed south of the building located within a landscape island. A pathway has been designed meeting the minimum turning radii requirements to allow adequate access for a fire truck to access the site and connect to the proposed fire hydrant. Fire hydrants shall deliver adequate pressure for the site. The development will be consistent with the city's comprehensive plan by integrating the future land use, transportation, infrastructure and conservation elements into its design. All drainage and retention for the project shall be in accordance with applicable governmental regulations. A traffic study has been provided, demonstrating that the traffic generated by the proposed development can be accommodated on the regional transportation network at an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. Wawa is often described as a restaurant that sells gasoline. It provides its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs. All of Wawa's stores offer a large fresh food service selection, including Wawa brands such as built -to -order hoagies, fresh brewed coffee, hot breakfast sandwiches, built -to -order specialty beverages, and an assortment of soups, sides and snacks. Based on the breakdown of area uses within a Wawa store, approximately 55.8% of the total building square footage is used for the restaurant only, while approximately 17.1% is used for the convenience store area. The Project seeks to redevelop these lots with a vibrant, state-of-the-art commercial use that will serve the surrounding community. CIVIL AND CONSULTING ENGINEERS . PROJECT MANAGERS e SURVEYORS o ENVIRONMENTAL CONSULTANTS m LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM BOHLER 1. N C I H if F: R 1 N (1 Standards for Granting a Special Exception 1. Demonstrate that the proposed location and site are appropriate for the use. City of Okeechobee 12-18-2018 Page 2 of 4 Response: The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood or explain why no specific design efforts are needed. Response: Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. Response: A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. Response: Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70 5. Demonstrate how the utilities and other service requirements of the use can be met. Response: Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fiberoptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Response: Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM BOHLER LNGINEERING City of Okeechobee 12-18-2018 Page 3 of 4 Findings Required for Granting a Special Exception 1. The use is not contrary to the Comprehensive Plan requirements. Response: All Comprehensive Plan requirements are being met according to the qualification set forth by Okeechobee Land Development Regulations. 2. The use is specifically authorized as a special exception use in the zoning district. Response: Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception. 3. The use will not have an adverse effect on the public interest. Response: Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, while providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and tends to give back to the community often getting involved with local charities. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. Response: The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. Response: The proposed use will improve value of existing lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where Wawa's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. Response: The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM O TM BOHLER ENG IN EERING City of Okeechobee 12-18-2018 Page 4 of 4 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. Response: The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. Response: The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by but not limited, SFWMD FDOT, and The City of Okeechobee, A combination of Swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. Coordination has been made with FDOT to remove existing access on SR -70 reducing potential traffic issues. A traffic study has been provided that demonstrates an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(b), LDR page CD70:19] Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70 5. Demonstrate how the utilities and other service requirements of the use can be met. Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fihcroptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. (Rev 9/2017) Page 8ofll ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describe the Special Exception sought: ', e. S,e e.. 116 . a e 3 (a 5) Cower) ver) lenA.� Si tan -`d'i Gas station use within the heavy commerical zoning with the change form the current zoning of comme'rcl' Gutsiness district. B Are there similar uses in the area? No ( ) Yes ✓ If yes, briefly describe them: Yes there is an existing gas station 0.4 miles East. C If a business, briefly describe the nature of the business, number of employees, hours of operation, and any activities to be conducted outside of a building: Gas station, restaurant, coffee shop, and convenience store, with outdoor seating, with approximately 25 to 30 employee, 5 to 10 during one shift, and open 24 hours a day. Includes 2 free air compressors parking spaces. D Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the special exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips, and level of service on all adjacent roadway links with and without the project. E Responses addressing the standards and required findings for a special exception as described below. Attach additional sheets as necessary. STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(b), LDR page CD70:19] Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70 5. Demonstrate how the utilities and other service requirements of the use can be met. Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fihcroptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. (Rev 9/2017) Page 8ofll FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(c), LDR pages 19 & 20] It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. All Comprehensive Plan requirements are being met according to the qualification set forth by Okeechobee Land Development Regulations. 2. The use is specifically authorized as a special exception use in the zoning district. Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception. 3. The use will not have an adverse effect on the public interest. Proposed use will benefit public interest through providing a gamine service station located centrally to hyo major thoroughfare roads, and providing job opportunities 0, the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient atop for fresh, built -to -order finds, beverage, coffee, fuel services, free air and surcharge -free ATMs, while providing additional jobs h. the community. Wawa offers employee ownership and college reimbursements to employees and tends to give back to the community often getting involved with local charities. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. The proposed use will improve value of existing lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where Wawa's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The site has been designed to meet or exceed drainage requirements for applicable drainage codc and criteria set forth by but not limited, SFWMD FDOT, and The City of Okeechobee, A combination of Swats and underground vaults will provide adequate atormw'ater treatment and storage Positive legal discharge will he provided through an FDOT outfall connection to the SR70 drainage .system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in light of the above standards and required findings and offer a recommendation for approval or denial. NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL [Sec. 70-348(4)] (Rev 9/2017) Page 9 of 11 IL/O/Lu 10 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0010 « Next Lower Parcel j Next Higher Parcel » Owner & Property Info U_earchr esults Parcel List Generator Owner's Name 205 N PARROT AVE HOLDINGS LLC Site Address NW 2ND ST, OKEECHOBEE Mailing Address 2740 SW MARTIN DOWNS BLVD -#247 PALM CITY, FL 34990 Description CITY OF OKEECHOBEE LOTS 1 2 3 4 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.651 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 50 DOR Use Code PARKING LO (002803) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $110,490.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (5) $12,483.00 Total Appraised Value $122,973.00 Sales History 2018 Certified Values Retrieve Tax Record 2018 TRIM (pdf) « Prev GIS Aerial Property Card Interactive GIS Map Print Search Result: 3 of 31 Next » 0 60 120 180 240 300 360 420 ft. 2018 Certified Values Just Value $122,973.00 Class Value $0.00 Assessed Value $122,973.00 Exempt Value $o.00 Total Taxable Value $122,973.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 7/23/2002 481/1539 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/24/2000 442/224 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/12/1999 425/587 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/5/1999 424/1549 WD I U 04 $0.00 1/1/1998 413/1782 WD I U 04 $0.00 12/1/1982 252/639 WD I U 04 $30,000.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) ASPH 2 COM SLB WL 1986 $9,720.00 0024514.000 0 x 0 x 0 PD (025.00) CONC I BUMPERS 1986 $238.00 0000067.000 0 x 0 x 0 PD (025.00) FENC 5 8'C/LINK 2000 $1,685.00 0000192.000 0 x 0 x 0 PD (075.00) LPQ1 LGHT P QRZ 1998 $330.00 0000002.000 0 x 0 x 0 PD (050.00) LPQ2 LGHT P QRZ 1998 $510.00 0000002.000 0 x 0 x 0 PD (050.00) Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP6 SIDE STREE (MKT) 0000200.000 FF - (0000000.651AC) 1.00/1.00/1.00/1.00 $552.45 $110,490.00 http://okeechobeepa.com/GISv1/ 1/2 IL/.7/LV to u_earcnKesuits Okeechobee County Property Appraiser updated: 11/29/2018 « Prev Search Result: 3 of 31 I Next » This information was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of property or market value. No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation. Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e-mail addresses are public record. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead contact this office by phone or in writing. © Okeechobee County Property Appraiser! Mickey L. Bandi, CFA - Okeechobee, Florida - 863-763-4422 by: GrizzlyLogic.com http://okeechobeepa.com/GISv1/ 2/2 12/5/2018 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0070 « Next Lower Parcel ; Next Higher Parcel » Owner & Property Info u_SearcnKesuits 2018 Certified Values Parcel List Generators Owner's Name ]MASS MGMT LLC Site Address 210 NW PARK ST, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOTS 7 & 8 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code OFFCE BLD (001800) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) $0.00' Building Value cnt: (1) $205,228.00 XFOB Value cnt: (5) $13,328.00 Total Appraised Value $301,206.00 Sales History Retrieve Tax Record 2018 TRIM (pdf) « Prev Property Card Interactive GIS Map Search Result: 3 of 31 Print Next » U 42 84 126 168 219 252 294 ft 2018 Certified Values Just Value $301,206.00 Class Value $0.00 Assessed Value $301,206.00 Exempt Value $0.00 Total Taxable Value $301,206.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 10/17/2014 752/395 WD I Q 05 (Multi -Parcel Sale) - show $575,000.00 2/28/2008 650/276 QC I U 01 $100.00 10/12/1998 412/1521 WD I U 03 $100.00 3/25/1997 389/1162 WD I U 03 $235,000.00 10/10/1996 383/801 CT I U 03 $0.00 5/1/1990 314/686 WD I Q $225,000.00 7/1/1981 243/1825 WD V Q $60,000.00 3/1/1976 188/135 WD V U 03 $0.00 Building Characteristics .Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value Show Sketch 1 NBHD CENTR (003800) 1984 7392 9846 $205,228.00 *Bldg Desc determinations are used by the Property Appraisers office solely fo the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) CONC F PRK STRM/D 1983 $10,079.00 0005680.000 0 x 0 x 0 PD (065.00) CONC I BUMPERS 1983 $266.00 0000025.000 0 x 0 x 0 PD (075.00) LPI1 LGHT P ICD 2005 $53.00 0000001.000 0 x 0 x 0 PD (025.00) CONC B COM SLB WL 2005 $1,081.00 0000613.000 0 x 0 x 0 PD (075.00) CONC B COM SLB WL 2005 $1,849.00 0001210.000 0 x 0 x 0 PD (065.00) http://okeechobeepa.com/GISv1/ 1/2 1 Z/b/ZU1 tf Land Breakdown U SearchKesults Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP0 HWY 70 W (MKT) 0000100.000 FF - (0000000.325AC) 1.00/1.00/1.00/1.00 $826.50 $82,650.00 Okeechobee County Property Appraiser « Prev Search Result: 3 of 31 1 Next »1 updated: 11/29/2018 This information was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of property or market value. No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation. Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e-mail addresses are public record. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead contact this office by phone or in writing. © Okeechobee County Property Appraiser 1 Mickey L. Bandi, CFA - Okeechobee, Florida - 863-763-4422 by: GrizzlyLogic.com http://okeechobeepa.com/GISv1/ 2/2 12/5/2018 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0090 «Next Lower Parcel ' Next Higher Parcel » Owner E: Property Info U_SearchKesults Parcel List Generator 1 Owner's Name JMASS MGMT LLC Site Address NW PARK ST, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOTS 9 & 10 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code VACANT COM (001000) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (o) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $82,650.00 Sales History 2018 Certified Values Retrieve Tax Record 2018 TRIM (pdf) Property Card Interactive GIS Map Print «Prev GIS Aerial Search Result: 3 of 31 Next » ... - 42 84 126 168 210 252 294 ft 2018 Certified Values Just Value $82,650.00 Class Value $o.00 Assessed Value $82,650.00 Exempt Value $o.00 Total Taxable Value $82,650.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 10/17/2014 752/395 WD V Q 05 (Mufti -Parcel Sale) - show $575,000.00 2/28/2008 650/276 QC V U 01 $100.00 10/12/1998 412/1526 WD V U 03 $100.00 3/1/1990 393/1502 PB V U $0.00 5/1/1986 393/1483 PB V U $0.00 12/5/1978 393/1475 PB V U $0.00 12/1/1978 393/1470 PB V U $0.00 Building Characteristics Bldg Sketch I Bldg Item *Bldg Desc I Year Blt Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Bit Value Units Dims Condition (% Good) NONE Land Breakdown Desc 067WP0 1 HWY 70 W (MKT) Units Adjustments 0000100.000 FF - (0000000.325AC) 1.00/1.00/1.00/1.00 Eff Rate $826.50 Lnd Value $82,650.00 Okeechobee County Property Appraiser Prev http://okeechobeepa.com/GISv1/ Search Result: 3 of 31 Next » updated: 11/29/2018 1/2 12/5/2018 D SearchResults This information was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of property or market value. No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation. Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e-mail addresses are public record. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead contact this office by phone or in writing. © Okeechobee County Property Appraiser 1 Mickey L. Bandi, CFA - Okeechobee, Florida - 863-763-4422 by: GrizzlyLogic.com http://okeechobeepa.com/GISv1/ 2/2 1 ZIOIZU11S Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0110 « Next Lower Parcel Next Higher Parcel » Owner & Property Info u_earcnrcesuits 2018 Certified Values Parcel List Generator] Retrieve Tax Record I Property Card Interactive GIS Map Owner's Name WATFORD DAVID R Site Address 200 NW PARK ST, OKEECHOBEE Mailing Address 200 WN PARK STREET OKEECHOBEE, FL 34972 Description CITY OF OKEECHOBEE LOTS 11 & 12 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code SERVICE ST (002600) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (1) $22,177.00 XFOB Value cnt: (4) $1,545.00 Total Appraised Value $106,372.00 Sales History 2018 TRIM (pdf) «Prev GIS Aerial Print Search Result: 3 of 31 Next » SF air-;`i•'�fi!^`z — —= 70:W L. 0 42 84 126 168 210 252 294 ft 2018 Certified Values Just Value $106,372.00 Class Value $0.00 Assessed Value $106,372.00 Exempt Value $0.00 Total Taxable Value $106,372.00 Show Similar Sales within 1/2 mile I Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 8/8/2001 489/1900 WD I U 03 $60,000.00 10/1/1981 245/415 QC I U 03 $100.00 7/1/1972 142/901 WD I Q 0 x 0 x 0 $35,000.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value Show Sketch 1 SERV STATN (006400) 1953 1232 1616 $22,177.00 *Bldg Desc determinations are used by the Property Appraisers office solely fo the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) AFA W4 MTL FLR MT 1991 $553.00 0000155.000 15 x 11 x 0 PD (025.00) AFA W4 MTL FLR MT 1991 $825.00 0000253.000 23 x 11 x 0 PD (025.00) FENC P 6'1/2"PINE 2003 $77.00 0000054.000 0 x 0 x 0 PD (025.00) LNI1 LGHT INCD 2007 $90.00 0000001.000 0 x 0 x 0 PD (075.00) Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP0 HWY 70 W (MKT) 0000100.000 FF - (0000000.325AC) 1.00/1.00/1.00/1.00 $826.50 $82,650.00 Okeechobee County Property Appraiser « Prev. http://okeechobeepa.com/GISv1/ Search Result: 3 of 31 Next » updated: 11/29/2018 1/2 Z/0/cu io u earcni- eswts This information was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of property or market value. No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation. Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e-mail addresses are public record. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead contact this office by phone or in writing. © Okeechobee County Property Appraiser !Mickey L. Bandi, CFA - Okeechobee, Florida - 863-763-4422 by: GrizzlyLogic.com http://okeechobeepa.com/GISv1/ 2/2 p,�o a P O ‘-' This i'ocument Prepared hy at .1 u ' =ruRN TO Jay E. Eci_t,aus, Esq. Jay E. Eckhaus, P.A. 15+7 Windward Drive Pim Ilc3ch Gardens, P1 i341 Parcel ID Number 3-15-37-35-0010-01400-0010 3-15-37-35-0010-01560-0010 Grintec tit 'FIN Grantee 02 TIN N Special Warranty Deed This Indenture. Made this 23rd da>of July, :' AD. L'Place Properties, Ltd., a Florida limited KOEl 8 Documentary Stomps pad In the amount of Glasse of S Sharon Roprlson, Clerk of Circuit Cant Okeechobee County. r tor -„la B-11 Tax pain, in the amount of the County of Pa 1m Beach 205 N. Parrot Ave. Holdings, LLC, Company nhose address is: 6601 Pamela Lane, West Palm of the County of Palm Beach , State of Fl •rich Witnesseth that the GRANTORS_ for and in consideration of the sum N- and DOLLARS DOLLARS. and other good and 1'aluable consideration to GRANTORS(S1O)- in fund paid to GRANTEES. the receipt whereof is Itcrcb acknonledgcd. have granted bargained and sold to the said GRANTEES and GRANTEES- hire successors and assigns forcer, the following dcscnbed land situate_ ling and hang in the CounIN of Okeechobee State of Florida to wit. Lots 1 through 12, inclusive, Block 140, CITY OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat Book 2, Page(s) 17_ Public Records of St. Lucie County, Florida. a copy of said plat being also recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. AND Lots 1 through 4, inclusive, Block 156, TOWN OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat Book 2, Page(s) 17, Public Records of St. Lucie County, Florida, a copy of said plat being also recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Subject to conditions, restrictions, reservations and easements of record and all zoning and other restrictions imposed by governmental regulations, without reimposing same and taxes subsequent to 2001. Bet»etn parti:er .trip State of Florida , grantors. and a Florida Limited Lia1'•i11ty 13t-ach, Fl. 33-1(15 grantees. Together will all tenements, heredJ lament s and apptutacinc s thereto b.rlonging ar to an\N lie appertaining 539 0 I 1 -.Et 1540 To Have and to Ilold, the same ua fc. supple fore. et. And Ihl: g,jud.,. Ik'tch. 111:11 Mal said Cralllt\.: that g11:1111.11. alt' L..lulh r..110.1 of stla IMO 111 ie.' .11llplc that gcwtora hate gold right and la..lul authout% to :a and .lana salt land. that gnunss belch% iup...anaut the nth: to .aid land and w dl .ktarl the sank' aganua the Ial.lul claims nl all lxisxn, tanning h.. through .r w1Jl.'f g1an101' In Witness Whereof. the grantor hale hcrcmto r: their hand: and .4a1: IIF.' Ju. and %ex tlla ah u: *mum Signed, sealed and delivered in our presence: L'Place Properties, Ltd., a F1 rima limited partnership By: L'Pla.'e 1r-Terties, 1,A_, a Florida corporation, Gy1RTNLR MfC V4 • Printe LJ c / Prin aJY me STATE OF'Florick COUNTY OF Palm'Mach The foregoing inst ument 23rd day of July,; 2002 by Arnold Properties, Inc., :a Florida torpor L'Place Properties, Ltd., a Flo behalf 'f the corporation and the known to me or he has produced identification. Arnold Levitan P.O. Address 150 Tequesta Drive, Tequesta, FL 33469 374569 FILED FOP. OI;EECH•`!•:.t ^Ctlhli cknowledaed before me this itan, President of L'Place n and a general partner of limited partnership, on rtnership he is personally 1ori:9a driv,r's license as Print No M Zoog JUL 2 E PP i isr SHARON EWS=.R i CLERK OF CIRCUiT C ubli. ssion'Expires: / / ,,,,Jay E. Eckhzus44 �IIlfcdnn * DD , c Expl+>S Nie 11. .Stlmntc h'�6T�at Prepared by and return to: JOHN D. CASSELS, JR. Partner CASSELS 8 MCCALL 400 NW 2nd Street Okeechobee, FL 34972 863-763-3131 File No.: 8195 1111111111111111111111111111111111111111 FILE NUM 2014009463 OR BY. 752 PG 395 SHARON ROBERTSON. CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY. FLORIDA RECORDED 10/17/2014 02:55:29 PM AMT $575.000.00 RECORDING FEES $10.0 DEED DOC $4.025.00 RECORDED BY M Pinon Pe 395; (1 Pe) Parcel Identification No. 3-15-37-35-0010-01560-0070 & 3-15-37-35-0010-01560-0090 jSpace Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 17th day of October, 2014 Between PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company whose post office address is Post Office Box 2030, Okeechobee, FL 34973 of the County of Okeechobee, State of Florida, grantor', and JMASS MGMT, LLC., a Florida limited liability company whose post office address is 180 NW 3rd Avenue, Suite A, Okeechobee, FL 34972 of the County of Okeechobee, State of Florida, grantee', Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County Florida, to -wit: Lots 7, 8, 9, and 10 , Block 156, OKEECHOBEE, according to the plat thereof recorded in Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Subject to restrictions, reservations and easements of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. • "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Wtness'PJame: ma( Fen (1 State of Florida County of Okeechobee PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability pany By: LOUIS T. COX, JR., anaging Member By: &}-1-6,e6:), ANGEPINDER COX, Mana ing Member The foregoing instrument was acknowledged before me this 17th day of October, 2014 by LOUIS T. COX, JR., Managing Member and ANGELA PINDER COX, Managing Member of PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company, on behalf of the corporation. They [X] are . rsonally known to me or [X] have produced as identification. [Notary Seal] 0 Notary Purim State o/ Florida Kann Ammons Printed My Commission EE119767 Expires 08/07/2015 Or Book752/Page395 CFN#2014009463 blic am '4 ' .1 kr, IVU L ission Expires: Page 1 of 1 .aa.hIT. mat a.... .....r+ Naar.t s...rt. e.wto mei i. ,v,39 - _1900 11. bolter !'rp• Z. ---C7 Documentary Stamps yrspaid O the amount ft WO ter �CSS� de �fr/iC�CO W �� /o_,_. gez3 9 7 I Cuss C loh h Ial Dafiu d is e ant r..... 0aI' a , eci FF 3 Y97? d f Slam ti (/bait Covet Iio9arl�.il�aAc rr. ...r... O,r.Y iS a,v 11.K2 .002E TDM LAW RJR Ellt25srG 0mT• apt, .�C s►.az aar.E EMS LANE rat 06b000N,G naan. alis arrant larch, /lade the g7/I dab of fiUCUS j .2041 . b>r utarx R- VAL o D WT hereinafter caped the Grantor. m D w whose post office address isVW / Q ofyEcEcm Mew. hereinafter called the Gr e...;? nr. Lwow' �r W r .••••1 r am ...m r at •••,.. 41•••••••••••• +.d §, Graetw, for and u ionsuierauon the Shaw S ZetCp7 (� Witnesse!•eV and oilier minable considenatiows. receipt whereof is hereby arbour ledged hereby grainAzigaili.Qaliiens. MUMS. releases. conveys and c trees aro tie Grantee ail tiro certain land sucrate is C/ { tzE_ Comity. Stale of f`0ljIlit rat': LOTS 11 &t o /g- or $LQe& IgG OF Tt/E 7bW THEW,sliaatioREE t ACCONAV iib !gi/c RF�coR►s 4F 44.94 al�! nYr neaVI<ta ID>9ad apps re.ances thereto belonging or u anywise agrrtaining_ 4119 3labr Lab to ltnld, the same iw fee simple forever. And die Grantor hereby cos -imams with said grantee that the grantor is lawfrllj seized of said land is fee siarple: that the grantor has good right and imolai ° asority to sell and convey said land and hereby warrants the title to said lard and will defect the same against the loafs! clans of all persons whomsoever: and that said lad is free of all ercamtbraaces. except tares arcrring 1atbsegaent so December 3l. aa fitness 1ertaf, the said Grantor has signed ad sealed these presents the day ad year first abate wrivat Si sealed,a.d deli he presence of: ire Tr 0tsy . 7-41,0201 had t� �amme , �3 9 7- 38973 D iv 2i) -'sw.rvfl / f1/r- r r►..r Nom wawa sgta—• r to C.1••... A— Prom. to Ci • FL car sr�.r� 38 1 176 Pawed ,! NIIIzEG -z MI & s 1 wawa Sq,ona= tat r C..—Goma. a STATE OF Fink! D4 p COUNTY OF CUE e *28 E r'°1'n�"awLLERK OF CiRGUIT COUi;i 1 lamb? Cen,h that w nits day. before ewe. am off-sc. dozy asthor.md w adaa.ass+u oath and take aciaowlcdpwets. persoetliy appeared ILIUM 10 mse to be the pns0.2 Jeu.nhcal to sod . bo cmc..... i 02e ioregomt toor.s.at. ..bo ac \ova ledged before ase 1100 di t executed tie same. and an iamb ass ax I Leo ,Cmc► oar iXSasd persmisi ts/ar persewlly known to mc. :] Sand persoS s0 pros ded the folbwtat type Of tdentftcatOW _. _ (273 �I 99 ••01-4R1 ■OMara,T AWE SLA1 pOWLP1„ R WATFOF O. JR. [CD w CCvocss+aat s CC 90190 is eapttFS AArc zl. woo ,3•10s01:0mr rl Neel, Son.• •••••••••• 2.2 w"slttess crl.* hanadC±od ulf,csal seal 0, the Cwmry and Siam lass affo.e�savd this �✓ _ dal of . A D2"–I City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 E POWER OF ATTORNEY Name of Property Owner(s): -10 f 2h A rotxt7 I TBD Mailing Address: I So �GJ 3Pj 0&.Glx.."-e- Home Telephone: Work: 64,3. 71 3 5'7 3 7 Cell: Property Address: NEC Park Street & 3rd Ave Parcel ID Number: 3-15-37-35-0010-01560-0070, 3-15-37-35-0010-01560-0090, -z-'1'* L"' `"'u- 1irar ,:45z Name of Applicant: Southeast Investments, Inc. Home Telephone: Work: 904-285-7600 Cell: The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND DAY OF 20 . AND SEALS THIS /A * '//.- , •1" To r�,,,, / WITNE S OWNER Before me the undersigned authority personally appeared the owner(s) named acknowledged before me that they are the owner(s) of the real property describedbove power of attorney for the purpose stated therein. Sworn and subscribed this Notary Public: ��% -1 SEAL + WITNESS above who upon being duly sworn and that they executed c day of &A2m her- 201$. the baftwomdaNdadbmemdih_abilh- ,4, s, APRIL VINSON ?r.�.• a Notary Public -State of Florida _ •: Q;`' •'. Commission 4 GG 143942 `-4* " My Comm. Expires Sep 17, 2021 ^ afiCral Ne=ry Commission Expires: SeQJk'emice( I1, aaa 1 I Be.d.dtlxough (Rev 9/2017) Page 5 of 11 12/5/2018 Detail by Entity Name DIVISION OF CORPORATIONS 1 (s J J!;ff'�I�ISi f/ l3org�1APD /2.v f f D!`� .if /f: ‘,/ ! rlirin Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company JMASS MGMT, LLC Filing Information Document Number L14000152376 FEI/EIN Number 47-1957997 Date Filed 09/30/2014 Effective Date 09/30/2014 State FL Status ACTIVE Principal Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Mailing Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Registered Agent Name & Address FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Authorized Person(s) Detail Name & Address Title MGR FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Title AMBR FADLEY, MAGGIE 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 http:l/search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JMASSMG.. 1/2 12/5/2018 Detail by Entity Name Annual Reports Report Year 2016 2017 2018 Filed Date 04/19/2016 03/13/2017 02/25/2018 Document Images 02/25/2018 — ANNUAL REPORT 03/13/2017 — ANNUAL REPORT 04/19/2016 — ANNUAL REPORT 02/19/2015 — ANNUAL REPORT 09/30/2014 — Florida Limited Liability, View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format J http://search.sunbiz.org/Inquiry/Corporation Search/Search ResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=J MASSMG... 2/2 City of Okeechobee 55 SE 3" Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): David R. Watford Mailing Address: 200 NW Park Street, Okeechobee, FL 34972 Home Telephone: Work: Cell: Property Address: NWC Park Street & 2nd Ave Parcel Ill Number: 3-15-37-35-0010-01560-0110 Name of Applicant: Southeast Investments, Inc. Horne Telephone: Work: 904-285-7600 Cell: The undersigned, being the record title owners) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. cCi IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR D SEALS THIS �� DAY OF t o' Y 20 lip .Y.: Alf, ,,/ ',low!, ... ,,....-_, e _ ____ OWNER / WITNESS OWNER WITNESS Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property describerddabove and that they executed the of attorney for e stated therein. Sworn and subscribed this 3 day of (-Pr 1r 201$ power purpose r y��_ SEAL a ,:_ aiwoN Notary Public:. i ��A `S Notary Pubhc - S e of aorida ! Commission Expire : - eat .es Aver -1-7 0. 1y• Comms,ian=uG143542 • 1 M mm Gry:.: Can 17, 2,071 (Rev 9/2017) Page 5 all W( City of Okeechobee 55 SE 3r° Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): 205 N Parrot Ave Holdings, LLC Mailing Address: 850 NW Federal Hwy, Suite 206, Stuart, FL 34994 Home Telephone: Work: CeII: Property Address: SWC of NW 2nd St & NW 2nd Ave, Okeechobee, FL 34972 Parcel ID Number: 3-15-37-35-0010-01560-0010 i Name of Applicant: Southeast Investments, Inc. Home Telephone: Work: 904-285-7600 Cell: The undersigned, being the record title owncr(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WHIN DAY OF T. S WI 'OF' I- • UNDERSIGNED 20 IIAVE SET TI IEIR the owncr(s) of the real property and subscribed HAND AND SEALS Aut, THIS ji ..44 vt•rik— /1- e.....6./......„ ON ER WITNESS Before me acknowledge power of • Notary I Commissi OWNER the undersigned authority personally appeared before me that t r �� e owner(s) • y for the purpose stated ercin. Sworn bli , 0SEALn WTINESS named above who up. n being duly sworn describ -d bove and 1 • the ' e . ccte4 this day of A, 1 ' 0 — ► %r Michelle Braftete►n NOTARY PUBLIC n F •pires: — - 1 (Rev 9/2017) "rrt Cann* FF223837 VRIDq E=xpires 4/28/2019 Page 5 of 11 Aal IZI D;LV 10 ueldII oy E.nuiy INdn It DIVISION OF CORPORATIONS f101; � (of�// /' r •®� I t l vpr IJ Avrl rr I - _. _._._ np rvjj!q! a?{{?_, r.� i•trilrr/{i _,(r i(,� Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company 205 N. PARROT AVE. HOLDINGS, LLC Filing Information Document Number L02000017576 FEI/EIN Number 59-0934890 Date Filed 07/12/2002 State FL Status ACTIVE Last Event CANCEL ADM DISS/REV Event Date Filed 04/21/2010 Event Effective Date NONE Principal Address 2501 NO. PARROT AVE. OKEECHOBEE, FL 34972 Changed 09/17/2012 Mailing Address 850 NW FEDERAL HIGHWAY 206 STUART, FL 34994 Changed: 09/17/2012 Registered Agent Name & Address CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. PALM CITY, FL 34990 Name Changed: 04/29/2008 Address Changed: 04/29/2008 Authorized Person(s) Detail Name & Address Title PRES CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. http://search.sunbiz.org/I nquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=205NPARR... 1/2 I Li V/ I V PALM CITY, FL 34990 Title SECR CLARK, WAYNE T 4516 SW LA PALOMA DR PALM CITY, FL 34990 Annual Reports Report Year Filed Date 2016 01/25/2016 2017 01/26/2017 2018 02/07/2018 Document Images 02/07/2018 — ANNUAL REPORT 01/26/2017 — ANNUAL REPORT 01/25/2016 — ANNUAL REPORT 02/14/2015 — ANNUAL REPORT 01/19/2014 -- ANNUAL REPORT 02/16/2013 — ANNUAL REPORT 09/17/2012 — ANNUAL REPORT 04/19/2011 -- ANNUAL REPORT 04/21/2010 -- REINSTATEMENT 04/29/2008 — ANNUAL REPORT 09/05/2007 -- ANNUAL REPORT 04/30/2006 — ANNUAL REPORT 02/25/2005 -- ANNUAL REPORT 02/16/2004 — ANNUAL REPORT 04/10/2003 -- ANNUAL REPORT 07/24/2002 — Name Change 07/12/2002 -- Florida Limited Liabilites uewil uy cnury rvame View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format or S :8c. Dir .ian of c.,lrcr�'lr.�s http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=E ntityName&directionType=Initial&searchNameOrder=205N PARR... 2/2 1THE FERBER COMPANYBOUNDARY AND TOPOGRAPHIC SURVEYAND ASSOCIATES, INC.SHEET OF 2FORSEE SHEET 2 FOR BOUNDARY AND TOPOGRAPHIC SURVEY -FOR- THE FERBER COMPANY LOTS 1 THROUGH 4 AND LOTS 7 THROUGH 12 , BLOCK 156 TOWN OF OKEECHOBEE PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5 OKEECHOBEE COUNTY, FLORIDA ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEYFIELD SURVEY PERFORMED BY: LEGEND S LEGAL DESCRIPTION (PARCEL 1) SURVEYOR'S CERTIFICATE: SURVEY NOTES SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 1) LEGAL DESCRIPTION (PARCEL 2) LEGAL DESCRIPTION (PARCEL 3) SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 2) SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 3) VICINITY MAP US HIGHWAY NO. 441 / PARROTT AVENUENW 2nd AVENUENW 3rd AVENUENW 4th AVENUENW 5th AVENUENW 6th AVENUESW 2nd AVENUESW 3rd AVENUESW 4th AVENUESW 5th AVENUESW 6th AVENUESW 7th AVENUESE 2nd AVENUESE 3rd AVENUENE 2nd AVENUENE 3rd AVENUESTATE ROAD NO. 70 / NW PARK STREET NW 2nd STREET NW 4th STREET SW 2ND STREET NW 3rd STREET SW PARK STREET PROJECT SITE TREE LEGEND (SIZE DENOTED INSIDE SYMBOL) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S LOT 1LOT 2LOT 3LOT 4 LOT 12LOT 11LOT 10LOT 9 LOT 8LOT 7 BLOCK 156 NORTHWEST 3rd AVENUENORTHWEST 2nd AVENUENORTHWEST PARK STREET NORTHWEST 2nd STREET STATE ROAD NO. 70 15' ALLEY S00°09'42"E 142.57'S89°51'01"W 299.95'N00°09'43"W 142.54'N89°50'43"E 299.95' S89°50'43"W 199.97'N00°09'42"W 142.55'N89°50'24"E 199.97'S00°09'42"E 142.57'BENCHMARK #1 BENCHMARK #2 PARCEL 1 PARCEL 2 PARCEL 3 BLOCK 156 SEE SHEET 1 FOR SURVEY NOTES, CERTIFICATIONS, DESCRIPTION, SCHEDULE B, SECTION II EXCEPTIONS, AND LEGEND 0 10 20 40 20 FEET1 INCH =2THE FERBER COMPANYBOUNDARY AND TOPOGRAPHIC SURVEYAND ASSOCIATES, INC.SHEET OF 2FOR Li CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 CERTIFICATION FOR POSTING NOTICE OF PUBLIC HEARING FOR REZONING/SPECIAL EXCEPTION/VARIANCE PETITION(S) Instructions: 1. Must be posted on the subject property. 2. Must be posted prominently. 3. Must be visible from the most traveled street adjacent to the subject property. 4. There is no specific height or size requirement, provided that the sign can be easily seen by cars or pedestrians that pass by the subject property. 5. Must be posted beginning 15 days prior to the first Public Hearing and remain posted continuously during this time. When a second Public Hearing is required before the City Council, it must remain posted until the final Public Hearing has been conducted. 6. Must be removed within 7 days after the final Public Hearing. 14- OUl SE. Petition Number(s): Date of1st Public Hearing: I c( .7c C%6 ISL C"i-' Liu) Ta.4- °r- 2 ft 1}1-vekts Address of subject property (or Legal if no address): L 1- y f 7 -_ la o-4gL. 19, (w7,1 a the I, ,)(A.1/1 CL Alio) , hereby certify that I posted the "Notice of Public Hearing" sign in accordance with the above instructions on (- , and will remove sign on 1-. Signature: ) STATE OF FLORIDA COUNTY OF OKEECHOBEE Date: I- -161 The foregoing instrument was acicrjowledged before me this Oildt a; " ', by `o,u. ``t who is personally known to me ./or produced attl ,,,,, - (signature) SEAL: Print, type or stamp name of Notary as identification. Notary Public State of Florida Patty M Burnette My Commission GG 008157 Expires 10/02/2020 NOTICE AF PULIC HEARING SPECIAL EXCEPTION PETITION N0. 19MO2Em DATE: JANUARY 17, 2019, 6 PM, AT CITY HALL PURPOSE: TO ALLOW CONVENIENCE STORE WITH FUEL PUMPS WITHIN A CHV ZONING DISTRICT ON THIS SITE APPLICANT: STEVE LIPOFSKY, P.E., SOUTHEAST INVESTMENTS, INC. PROPERTY OWNER: JMASS MGMT, LLC; DAVID R. WATFORD; 205 N. PARROTT AVE. HOLDINGS, LLC FURTHER INFORMATION CONTACT: General Services Dept, 863-763-3372, Ext 9820 55 SE 3rd Ave, Okeechobee, FL 34974 City of Okeechobee 55 SE Third Avenue Tele: 863-763-3372 Ext. 9820 Okeechobee, FL Fax: 863-763-1686 Dear Property Owner: January 2, 2019 The City of Okeechobee Board of Adjustment will be considering Special Exception Petition No. 19 -002 -SE to allow use of a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Code Sec. 90- 283 (25)); contingent upon the approval of Rezoning Petition No. 19-001-R, located in the 200 block of WN Park and 2nd Streets. You are receiving this courtesy notice as a property owner within 300 feet of the location. You are invited to attend and be heard in person at the Public Hearing, held at City Hall, Rm 200 on Thursday, January 17, 2019, 6:00 p.m., or as soon thereafter as possible; or you may submit your questions, comments or objections in writing to the Board by contacting me at the number above or email: pburnette a(�,citvofokeechobee.com. The petition file can be viewed at City Hall, Rm 100 during normal office hours. The agenda is available online at cityofokeechobee.com or contact my office to have a copy emailed/faxed. Respectfully, Patty M. Burnette General Services Coordinator City of Okeechobee 55 SE Third Avenue Tele: 863-763-3372 Ext. 9820 Okeechobee, FL Fax: 863-763-1686 Dear Property Owner: January 2, 2019 The City of Okeechobee Board of Adjustment will be considering Special Exception Petition No. 19 -002 -SE to allow use of a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Code Sec. 90- 283 (25)); contingent upon the approval of Rezoning Petition No. 19-001-R, located in the 200 block of WN Park and 2nd Streets. You are receiving this courtesy notice as a property owner within 300 feet of the location. You are invited to attend and be heard in person at the Public Hearing, held at City Hall, Rm 200 on Thursday, January 17, 2019, 6:00 p.m., or as soon thereafter as possible; or you may submit your questions, comments or objections in writing to the Board by contacting me at the number above or email: pburnette@cityofokeechobee.com. The petition file can be viewed at City Hall, Rm 100 during normal office hours. The agenda is available online at cityofokeechobee.com or contact my office to have a copy emailed/faxed. Respectfully, Patty M. Burnette General Services Coordinator Dane & Joella Baird 104 Seven Iron Court Ponte Vedra FL 32082 Steven & Andrea Nelson Living Trust Agreement 1407 SE 8th Avenue Okeechobee, FL 34974 First United Methodist Church of Okeechobee 200 NW 2nd Street Okeechobee, FL 34974 Downtown Okeechobee LLC 217 SW Park Street Okeechobee, FL 34974 George & Mary Beth Cooper 2123 SW 21st Street Okeechobee, FL 34974 Okeechobee County c/o Cassels & McCall 304 NW 2nd Street Rm #106 Okeechobee, FL 34972 Park Street Commercial LLC 1411 SW 5th Avenue Okeechobee, FL 34974 Okeechobee Park Street LLC Walgreens Co Real Estate Property Tax PO Box 1159 Deerfield, IL 60015 161 -601- -SE 61-ooa PARCEL NUMBER 3-15-37-35-0010-01670-0010 3-15-37-35-0010-01680-0040 3-15-37-35-0010-01680-0020 3-15-37-35-0010-01680-0010 3-15-37-35-0010-01690-0050 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01570-007A 3-15-37-35-0010-01570-0100 3-15-37-35-0010-01570-0010 3-15-37-35-0010-01560-0060 3-15-37-35-0010-01560-0050 3-15-37-35-0010-01550-0080 3-15-37-35-0010-01390-0010 -- 3-15-37-35-0010-01400-0010 3-15-37-35-0010-01250-0010 OWNER BAIRD JOELLA & BAIRD DANE SR DOWNTOWN OKEECHOBEE LLC PARK STREET COMMERCIAL LLC NELSON STEVEN D & ANDREA M DOWNTOWN -OKE EC I44f3BEE-LLC CITY OF OKEECHOBEE CITY OF OKEECHOBEE CITY OF OKEECHOBEE COOPER GEORGE H JR & MARY BETH COOPER GEORGE H JR & MARY BETH OKEECHOBEE COUNTY JMASS MGMT LLC BARBER R H (ESTATE) OKEECHOBEE PARK STREET LLC FIRST METHODIST CHURCH OF OKEE 205 N PARROT AVE HOLDINGS LLC OKEECHOBEE COUNTY ADDRESS 104 SEVEN IRON CT 217 SW PARK ST 1411 SW 5TH AVE LIVING TRUST AGREEMENT 1407 217 SW PARK ST 55 SE 3RD AVENUE 55 SE 3RD AVENUE 55 SE 3RD AVENUE 2123 SW 21ST ST 2123 SW 21ST ST SUPERVISOR OF ELECTIONS 180 NW 3RD AVE STE A %LESLY JOLEEN FLEMING PER REP 200 N. WALGREENS CO REAL_ 200 NW 2ND ST 2740 SW MARTIN DOWNS BLVD -#247 %CASSELS & MCCALL 304 ADDRESS 1 ADDRESS 2 CITY STATE ZIP PONTE VEDRA FL 320823134 OKEECHOBEE FL 34974 OKEECHOBEE FL 349745017 E 8TH AVENUE OKEECHOBEE FL 349745313 OKEECHOBEE FL 34974 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349745715 OKEECHOBEE FL 349745715 0 OKEECHOBEE FL 349724118 4TH AVENUE OKEECHOBEE FL 34972 :ESTATE PROPERTY TAX P O BOX 1159 DEERFIELD IL 60015 OKEECHOBEE FL 349744174 PALM CITY FL 34990 2ND ST ROOM #106 OKEECHOBEE FL 349720000 hii; !MI 2 8 OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE Patty Burnette From: Patti Wilson <p.wilson@okeechobeepa.com> Sent: Wednesday, December 19, 2018 11:53 AM To: Patty Burnette Subject: FW: Surrounding Owners Request Attachments: Surrounding Owners Within 300FT.XLS; Surrounding Parcels Within 300FT.PDF Patti Wilson Chief Deputy Mickey L. Bandl, CFA Okeechobee County Property Appraiser 307 N.W. 5th Avenue Suite A Okeechobee, Florida 34972 Office (863) 763-4422 Fax (863) 763-4745 www.okeechobeepa.com Public Records Notice: Florida has a very broad public records law. Written communications to or from state and local officials regarding state or local business are public records available to the public and media upon request. Your email communications may therefore be subject to public disclosure. From: Dora Seabolt [mailto:d.seabolt(thokeechobeepa.com] Sent: Wednesday, December 19, 2018 11:43 AM To: 'Patti Wilson' Subject: FW: Surrounding Owners Request From: Steve [mailto:stevec globalmaopinginc.com] Sent: Friday, November 30, 2018 11:50 AM To: kdandrea©bohlereng.com Cc: Mickey Bandi; Dora Seabolt' Subject: Surrounding Owners Request Hi Kim, Per your request please find the attached exhibits describing the surrounding parcels and owner addresses within 300 feet of the indicated subject parcels. Let us know if we may be of further assistance. Thanks, Steve Williams 1 Patty Burnette From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Thursday, December 20, 2018 2:01 PM To: p.wilson@okeechobeepa.com Cc: Patty Burnette Subject: RE: Surrounding Owners Request Attachments: 3849_001.pdf Hi Patti I faxed in a information request yesterday (copy attached fyi) not realizing that it had already been complete. Patty Burnette has said she has what she needs from the Property Appraiser's office, so the request I sent can be ignored. Thanks and sorry for the confusion! Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Patty Burnette <pburnette@cityofokeechobee.com> Sent: Thursday, December 20, 2018 10:46 AM To: Steven Lipofsky <slipofsky@ferbercompany.com> Subject: RE: Surrounding Owners Request You could just to put it in writing. Panty M. &tri-e-fte' general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, 'FL 34974 T 863-763-3372 Direct: 863-763-9820 Tax: 863-763-1686 e-maiCyburnette@cityojokeechobee.com website: www.cityofokeechobee.com 1 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. From: Steven Lipofsky [ma ilto:slipofsky@ ferbercomnany.com] Sent: Wednesday, December 19, 2018 1:22 PM To: Patty Burnette Cc: Marcos Montes De Oca Subject: RE: Surrounding Owners Request Thanks Patty! Glad to hear we're all good on the property owner list. Should I contact the other Patti to tell her to disregard the request I sent earlier today? Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofskv@ferbercompanv.com 1 Office 561.210.9105 1 CeII 772.215.0125 From: Patty Burnette<pburnette@cityofokeechobee.com> Sent: Wednesday, December 19, 2018 12:28 PM To: Steven Lipofsky <slipofsky@ferbercompany.com> Cc: Marcos Montes De Oca<mmontesdeoca@citvofokeechobee.com> Subject: FW: Surrounding Owners Request Steve, Patti Wilson from the Property Appraiser's Office called me just a bit ago and said these were actually already requested by Kim at Bohler? She forwarded them to me so I am all set. Sorry for any confusion. Pa -41y M. 13 wtrvt,e'H-e Genera(Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, 'FL 34974 T'er 863-763-3372 Direct: 863-763-9820 2 12/19/2018 WED 12:40 FAX 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 3846 DESTINATION ADDRESS 18637634745 SUBADDRESS DESTINATION ID ST. TIME 12/19 12:37 TX/RX TIME 02' 05 PGS. 4 RESULT OK THE FERBEl� � COMPANY, INC. 12/19/18 Okeechobee County Property Appraiser's Office 307 NW 5th Ave, Suite A Okeechobee, FL 34972 Re: Property Appraiser Information Request To Whom It May Concern: (via facsimile) Please refer to the attached three (3) pages for requests for location map 100' surrounding the property and property owner mailing addresses 300' surrounding the property for the subject parcels. Please note, both the JMASS MGMT LLC parcels are referenced on the same information request form, These Items are being requested In conjunction with applications submitted to the City of Okeechobee for Rezoning, Special Exception & Abandonment of Alley of the subject parcels. Parcel: 3-15-37-35-0010-01560-0010 Owner: 205 N PARROT AVE HOLDINGS LLC Parcel: 3-15-37-35-0010-01560-0090 Owner: JMASS MGMT LLC Parcel: 3-15-37-35-0010-01560-0070 Owner: JMASS MGMT LLC Parcel: 3-15-35-0010-01560-0110 Owner: WATFORD DAVID R Should you require additional Information or have any questions, please feel free to contact me. Best re ards, 12/19/18 THE FERBER COMPANY, INC. Okeechobee County Property Appraiser's Office 307 NW 5th Ave, Suite A Okeechobee, FL 34972 Re: Property Appraiser Information Request To Whom It May Concern: (via facsimile) Please refer to the attached three (3) pages for requests for location map 100' surrounding the property and property owner mailing addresses 300' surrounding the property for the subject parcels. Please note, both the JMASS MGMT LLC parcels are referenced on the same information request form. These items are being requested in conjunction with applications submitted to the City of Okeechobee for Rezoning, Special Exception & Abandonment of Alley of the subject parcels. Parcel: 3-15-37-35-0010-01560-0010 Owner: 205 N PARROT AVE HOLDINGS LLC Parcel: 3-15-37-35-0010-01560-0090 Owner: JMASS MGMT LLC Parcel: 3-15-37-35-0010-01560-0070 Owner: JMASS MGMT LLC Parcel: 3-15-35-0010-01560-0110 Owner: WATFORD DAVID R Should you require additional information or have any questions, please feel free to contact me. Best regards, Sieve Lipofsky, Director — Retail Construction Services 0) 561.210.9105 C) 772.215.0125 slipofsky(cvferbercompany.com 2655 North Ocean Drive, Suite 401 Singer Island, FL 33404 -.-�'; �` 0 i -r- •• Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee Properly Owner Name(s) 205 N PARROT AVE HOLDINGS LLC Parcel Identification Number 3-15-37-35-0010-01560-0010 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) Rezoning Special Exception x x Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject properly. Variance Future Land Use Map Amendment Location map 100' outmost portion Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing Ix 1 Location map 100' outmost portion Surrounding property from the outermost Items Needed: surrounding property from the of subject property. owners mailing address 300' .ortion of subiect property. Information is provided by the Okeechobee County Property Appraisers Office. You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee off: od.a' Fir -> O •r `vim i 1` "3 Property Owner Name(s) JMASS MGMT LLC Parcel Identification Number 3-15-37-35-0010-01560-0090 & 3-15-37-35-0010-01560-0070 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) J Rezoning Special Exception _ xl X Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Variance Cl Future Land Use Map Amendment Location map 100' outmost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing x Location map 100' outmost Surrounding property from the outermost Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Information is provided by the Okeechobee County Property Appraisers Office. You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 .'%.OF•Uk6''• ;�,1''' _ ' .. ..,•- o, `�!= J Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee Properly Owner Name(s) WATFORD DAVID R Parcel Identification Number 3-15-37-35-0010-01560-0110 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) Rezoning Special Exception x X Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Variance Future Land Use Map Amendment Location map 100' outmost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing x Location map 100' outmost portion Surrounding property from the outermost Items Needed: Property Appraisers Office. You may hand deliver this to the following attention: surrounding property from the of subject property. owners mailing address 300' portion of subject property. provided by the Okeechobee County request form or fax it Information is Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 Petition No. Affidavit Attesting to the Completeness and Accuracy of the List of Surrounding Property Owners let -0'7-36 I hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my knowledge and belief, the attached list constitutes the complete and accurate list of the property owners, addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to but held under the same ownership as, the lands subject to the application for a change in land use or zoning, said list constituting a portion of that application. This affidavit is made based upon an inspection of the tax rolls of the Property Appraiser of Okeechobee County as of IUDVerr.bt✓ 30 , O 18 and the Assertions made to me by members of that Office that the information reviewed constitutes the most recent information available to that office. I therefore attest to this 3r4day of Decew,bei-- , io Signature of Applicant 5 vci, L' p°C5 fr. Name of Applicant (printed or typed) /g/3//s. Date State of Florida County of QkeeeI bee Pa. (rr, �" .e-tA__C.G. 1 l Sworn to and subscribed before me this 3 day of ) e,e , . Personally known to me e -0 Y L -t p 0-est< V or produced as identification and did not take an oath. / (i3‘Notary Public, State of Florida (Rev 9/2017) Seal: , 0153 PAMELA L. LAURENZO MY COMMISSION # FF225313 EXPIRES August 10. 2019 aN:L',r;:i�.^r,. Page 3 of 11 LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of JMass Management, LLC, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Street & NW 3rd Ave, Okeechobee, FL 34972. STATE OF FLORIDA / COUNTY OF DreeU 61,0C e,( The foregoing instrument was acknowledged before me this day of 2018, by �� P � � >t P . ccuilp,. the on behalf of the corporation. She is personally known to me or have produced P1,, DIN- as identification and /did not) take oath. .0r" 4, Notary Public State of Florida Christian Nicole Johns •Q; My Commission GG 019282 a7tPV Expires 08/08/2020 tNotary Public C hr istict h lohnn Print Name Commission No. Expiration Date: LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of David R. Watford, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Stree NW 3rd Ave, Okeechobee, FL 34972. Signature: 60tg7,Q Dio/L ame (printed) STATE OF FLWDA COUNTY OF DtaQ_N" Q The foregoing instrument was acknowledged before me this 2018, by , -1-"")0....V ff O r& lay of 140\le x , the , on behalf of the corporation. Ie She is personally known to me or have produced _ 'D take oath. 000 PO� Notary Public State of Florida �• a Christian Nicole Johns > c , , My Commission GG 019282 a' :• •Oa ' Expires 08/08/2020 :tnr'�sr. as identification and did not) Yt a 'JDhn5 Print Name Commission NOGG 0 tqe�''g Expiration Date: cyFiqloaa.a LETTER OF AUTHORIZATION Io Whom It May Concern: This letter authorizes Steve Lipofsky, P1 with Southeast lnvestmcnts, LLC & Christopher Rogue.. PE w ith Kohler Engineering to act on behalf of 205 N Parrot Arc I Iolding, 1,I.C. in regard to all permits and applications for approval through the City of -Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FOOT, Coquina Water Management District and HAT, necessary for the construction and development located at the NWC of Park Street & NW 3rd Ave, Okeechobee. 1 I.34972. Signature: Name (printed) t4 Pe 2 SMT. OF FLORIDA COUNTY OF The forcg g ins a cn 20 by eU Prk- personally known to me or have produced not) take oath. cknowledged before me this No. Michelle Brownstein NOTARY PUBLIC STATE OF FLORIDA Como# FF223837 Expires 4/28/2019 day of the , on behalf of the corporation. Ile/She is as identification and (did/did onet ebgaUUsCA Print Name Commission M BOHLER ENGINEERING Owner Lists Jmass Management, LLC 180NW3rd Ave Suite A Okeechobee, FL 34972 David R. Watford 200 NW Park Street Okeechobee, FL 34972 205 N Parrot Ave Holdings, LLC 850 NW Federal Hwy Suite 206 Stuart, FL 34994 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561 571 0280 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM B Q H LER'Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 L.E c PHONE 561.571.0280 Legal Descriptions LEGAL DESCRIPTION (PARCEL 1) LOTS 1 TROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OF PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED in PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM q-ooa-s� Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee I r C'orYec Property Owner Name(s) Please see attached Parcel Identification Number 3-15-37 35-0010-01560 0070, 3-15-37-35-0010-01560-0090, 3-15-37-35-0010-01560-0110, 3-15-37-35-0010-01560-0010 Contact Person Name Contact Person Phone Number Steve Lipofsky, PE 904-285-7600 Requested Items Needed By Project Type (Circle One or Check Box) Rezoning Special Exception x Items Needed: Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing addresses 300' from the outermost portion of subject property. Items Needed: Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Variance Future Land Use Map Amendment Items Needed: Location map 100' surrounding property from the outmost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Items Needed: Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing Items Needed: Location map 100' surrounding property from the outmost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Information is provided by the Okeechobee County Property Appraisers Office. You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 (Rev 9/2017) Page 4 of 11 Staff Report Special Exception Request Wawa Convenience Store w/Fuel Pumps, etc. NW Corner Park Street & 2nd Avenue Prepared for: The City of Okeechobee Applicant: Southeast Investments, Inc. Petition No.: 19 -002 -SE LaKuq 1375 J idcion Street # 206 Fort Myers, Fl 33901 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE General Information Owners & Addresses Applicant Site Address Contact Person Contact Phone # Contact E-mail 205 Parrott Ave. Holdings, LLC 2740 SW Martin Down Blvd., #247, Palm City, FI 34990 David R. Watford, 200 NW Park St., Okeechobee, FL 34972 Jrulass Mgmt., LLC, 180 NW 3rd Ave, Ste A, Okeechobee, FL 34972 Steve Lipofsky, PE (Dir. of Retail Services.) Northwest corner of Park Street and NW 2nd Avenue Steve Lipofsky 5:1-625-9125 slibofsky@theferebercompany.com Existing Proposed Future Land Use Map Classification Commercial Commercial Zoning District Use of Property Acreage CBD, Central Business District Commercial retail, service and office space uses, vacant land, and parking 75,017 sf (1.72 acres) CHV, Heavy Commercial Wawa convenience store with fuel pumps, and including a restaurant and coffee shop with both indoor and outdoor seating. 75,017 sf (1.72 acres) Le • al Descri • tion of Pro • ert Parcel Identification numbers: 3-15-37-35-0010-1560-0070; 3-15-37-35-0010-1560-0090; 3-15-37-35-0010-1560-0110; 3-15-37-35-0010-1560-0010 PARCEL 1: LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. I ,dv planning 1 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Item Before the Board of Ad'ustment The matter for consideration by the City of Okeechobee Board of Adjustment is a Special Exception for a 6,119 -square foot Wawa convenience store with fuel pumps on the northwest corner of NW Park Street & NW 2nd avenue. The 16 vehicle fueling positions will be under a 6,055 -square foot canopy. The proposed use will also include a restaurant and coffee shop providing both indoor and outdoor seating and take-out. The facility will be open 24 hours -a -day, seven days -a -week, with a total of about 25 to 30 employees. There will be between five and ten employees during each shift. 1. Future Land Use, Zonin • , and Existin • Uses on Surroundin • Pro • erties Future Land Use Map Classification Commercial North Zoning District CPO, Commercial Professional Office Existing Land Use First Methodist Church Future Land Use Map Classification Commercial East Zoning District CBD, Central Business District Existing Land Use Walgreens Future Land Use Map Classification Public Facilities South Zoning District PUB, Public Use Existing Land Use City Park Future Land Use Map Classification Commercial West Zoning District CBD, Central Business District Existing Land Use Advance Auto Parts Future Land Use Map Classification Commercial Adjacent Zoning District CBD, Central Business District Northwest Existing Land Use Professional Offices ening 2 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Consistenc with Land Development Re • ulations Section 70-373(b) requires that the Applicant address the following standards for granting a Special Exception during his/her presentation to the Board of Adjustment. The Applicant has submitted, as part of the submission, brief statements and information addressing these standards. These are repeated below in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. (1) Demonstrate that the proposed location and site are appropriate for the use. "Response: The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks." STAFF COMMENTS: Fueling stations are generally located on principal arterial roads. The applicant is proposing to locate a convenience store with a fueling station and a restaurant on SR 70, a block away from US 441. This location will allow the proposed uses to serve passing motorists traveling through the existing commercial corridor and provide quick access to and from both arterials. The proposed uses are compatible with the adjacent commercial uses and should have minimal traffic impacts on the adjacent semipublic church use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. "Response: Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic." STAFF COMMENTS: The applicant is providing ingress/egress on all three of the local roadways surrounding the proposed development and is proposing to remove the access from SR 70. This design provides multiple access points for patrons, deliveries and waste removal. However, the City's traffic engineer has raised one issue regarding potential queuing on NW 2nd Ave that could create backups on SR 70. Due to this concern, the applicant should provide some additional quantification of the existing and potential queuing at this location. planning 3 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. "Response: A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees." STAFF COMMENTS: The applicant is providing landscape buffering in accordance with City Land Development Code, except between the West side of the building and the loading zone. This deficiency is outlined in the site plan review and a recommended condition of site plan approval is that a 2 foot landscape strip should be added between the building and the loading zone. (4) Demonstrate what is proposed to reduce the impacts of any potential hazards, problems or public nuisance generated by the use or explain how the nature of the use creates no such potential problems. "Response: Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70." (5) STAFF COMMENTS: We agree that the largest potential problem associated with the proposed use is the increase in traffic. As stated above, the City's traffic engineer has pointed out that some additional analysis should be performed by the applicant to demonstrate whether the proposed development could cause an increase in queuing on NW 2nd Ave which could back up on to SR 70. Demonstrate how the utilities and other service requirements of the use can be met. Response: Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fiberoptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. STAFF COMMENTS: We fully expect that utilities are fully available, and the ade- quacy and specifics of these facilities will be addressed during the site plan review stage. punni L,K„� ng 4 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (6) Demonstrate how the impact of traffic generation will be handled off site and on-site. "Response: Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. STAFF COMMENTS: The applicant has provided a loading truck circulation plan, fire truck circulation plan, fuel truck circulation plan, and trash truck circulation plan, all demonstrating that there is sufficient ingress and egress for the associated trucks and that deliveries and waste removal can be performed on the site without any use of the designated patron parking area. The loading space is located on the West side of the building, out of the path of patron parking areas. The only potential conflict is presented by a fuel truck parked over the fuel tanks, which would limit the internal circulation of patrons around the fuel pumps. To avoid internal backups, it would be ideal if fuel deliveries were performed during non -peak traffic hours. Ms. Susan O'Rourke, Principal of O'Rourke Engineering and Planning, has reviewed the Applicant's Site Plan and Traffic Impact Analysis. Her comments are provided on the following page. LaRue pl annLng 5 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE ©ROURKE 4 ENGINEERING & PLANNING January 6, 2019 To: Bili Brisson From: Susan O'Rourke Re: Wawa, SR 70 and NW 2M Street O'Rourke Engineering & Planning was retained to evaluate the impact of the Wawa on the : atfic network and specifically the operation of driveways and the intersections of US 441 and 3'd Street and SR 70 and NW 5th Avenue. Concurrency—The traffic study prepared by MacKenzie Engineering and Planning was prepared in accordance with City standards and the pre -app teleconference the participated in with The City of Okeechobee, LaRue Planning and O'Rourke Engineering & Planning, We concur with the conclusion that the project has demonstrated concurrency based on the proposed traffic impacts. The project has a net impact of 219 daily trips, 57 AM peak hour trips and 8 PM peak hour trips. The site has existing retail uses, the net impact reflects the total proposed impact less that of the existing site. The cft-site impacts do not require off-site mitigation. Driveway location/ Site Access -- The City requires not only the assessment of impacts for concurrency . irposes but req.' r, -hr >•r.r nation of driveway< for consistency with City Code Section 78-35. The ex sting site is served by 8 points of access that will be reduced and replaced by three full access driveways: OW a1 on NW 3'd Avenue, DW #2 on NW 2'"' Avenue and OW 3 on NW 2"' Street. All driveways meet the required 140 feet spacing requirements of the City, However, the applicant has recommended the elimination of parking spaces along several streets in order to accommodate safe egress. Six spaces are eliminated and 3 are shown as being replaced with parallel parking. The applicant has stated that the net number of spaces eliminated is two spaces. The applicant should demonstrate how the removal of parking spaces will be mitigated. Additionally, the northbound left turn movement into the Driveway # 2 may create problems onto SR 70. The applicant should quantify the existing queue on NW 2n° Avenue southbound so that we can ensure that there will not be back up onto SR 70 as vehicle attempt to turn onto the Wawas. On -Site Circulation-- The applicant has demonstrated that the on-site circulation for fire and deliveries and trash s sufficient. Overall, the net increase is small and will not impose a significant impact on traffic in the area. However, the individual driveways will experience a consolidation of traffic and should be addressed per the comments above. 969 SE Feaerai Hwy, Sute 402 Stuart, FL 34994 1772-781-7919 SEORourke icomcast.rat planning 6 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Section 70-373 c 1 — (8 When reaching a conclusion on a Special Exception request, the Board of Adjustment shall consider and show in its record the following findings as set forth in Section 70- 373(c)(1)-(8). The required findings are listed below followed by the Applicant's statements in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. (1) The use is not contrary to the Comprehensive Plan requirements. "Response: All Comprehensive Plan requirements are being met according to the qualification set forth by Okeechobee Land Development Regulations." STAFF COMMENTS: The Future Land Use classification of this parcel is Commer- cial. The granting of this Special Exception is consistent with that classification. (2) The use is specifically authorized as a special exception use in the zoning district. "Response: Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception." STAFF COMMENTS: The applicant has requested a rezoning to CHV Heavy Commercial to be reviewed concurrently with this special exception request. "Convenience store with fuel pumps" is specifically authorized as a special exception use in the CHV zoning district (3) The use will not have an adverse effect on the public interest. "Response: Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, while providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and tends to give back to the community often getting involved with local charities." STAFF COMMENTS: We agree that the proposed use will have no adverse effect on the public interest. LaRue ptannng Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE 4) The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. "Response: The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks". (5) STAFF COMMENTS: The existing uses on the immediately adjacent properties include a Walgreens, professional offices, Advanced Auto Parts, and the First Methodist Church. Across SR 70 to the South is city -owned park property. The requested proposed uses are compatible with the adjacent commercial uses and with the character of the SR 70 commercial corridor. The adjacent church is a semi- public use that should not be affected other than a potential moderate increase in traffic. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. "Response: The proposed use will improve value of existing lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where Wawa's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses." STAFF COMMENTS: Since there is no surrounding residential, there should be no adverse effects on living conditions; and it is difficult to predict the effects on property values. However, the proposed site plan and landscape plan are nearly completely in compliance with City Land Development Code and the proposed use should not deter the improvement or development of adjacent property. (6) The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. "Response: The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards." STAFF COMMENTS: The applicant is providing landscape buffering in accordance with City Land Development Code with the exception of the west side of the building and the loading zone. This deficiency is outlined in the site plan review and a recommended condition of site plan approval is that a 2 foot landscape strip should be added between the building and the loading zone. Lak„t planning 8 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (7) (8) The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. "Response: The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City. STAFF COMMENTS: The applicant is not proposing a residential use. There will not be any increase in density at the subject property. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. "Response: The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by but not limited, SFWMD FDOT, and The City of Okeechobee, A combination of Swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. Coordination has been made with FDOT to remove existing access on SR -70 reducing potential traffic issues. A traffic study has been provided that demonstrates an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee." STAFF COMMENTS: The proposed site plan does not contain any drainage deficiencies and public safety should not be affected by the proposed uses. However, the proposed uses will generate an increase of vehicle trips at the site and there is a remaining queuing issue raised by the City traffic consultant. It is recommended that the Applicant should quantify the existing queue on NW 2nd Avenue to ensure that there is no back-up onto SR 70 as vehicles attempt to turn into the Wawa. LAR' planning 9 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Recommendation Based on the foregoing analysis, I find the requested Special Exception to be consistent with the City's Comprehensive Plan, appropriate for the location and site, and compatible with adjacent uses. Therefore, I recommend approval of the Special Exception Application for a Wawa convenience store with fuel pumps including a restaurant and coffee shop with indoor and outdoor seating located as requested with the following stipulations: 1. The Applicant should request approval by the TRC and City Council, for (a) replacement of the angled on -street parking spaces on the south side of NW 2nd Street with parallel parking spaces 23 feet in length rather than 20 feet proposed in the site plan; and (b) the proposed net reduction of three on -street parking spaces. 2. Per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on NW 2nd Avenue to ensure that there is no back-up onto SR 70 as vehicles attempt to turn into the Wawa. 3. The setback of the underground fuel tanks from the south property line should, at a minimum, be increased from the proposed 12.5 feet to 15 feet. 4. Add a two -foot landscape strip between the building and the loading zone. 5. Fuel deliveries shall be performed during non -peak traffic hours. Submitted by: Wm. F. Brisson, AICP Planning Consultant January 9, 2018 Board of Adjustment Hearing: January 17, 2019 Attachments: Future Land Use Map Zoning Map Aerial Photograph Showing Existing Land Uses 10 planning Staff Report Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Special Exception Request NW4th Av. FUTURE LAND USE MAP SUBJECT SITE AND ENVIRONS COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY MULTI - FAMILY Sal COMMERCIAL INDUSTRIAL PUBLIC FACILITIES I RESIDENTIAL MIXED USE NW 2nd St. NW 2nd Av. NW Park St./SR 70 N. Parrott A viUS 441 LaK'c ptanning 11 111111111•1111.111 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE NW 4th Av. ZONING MAP SUBJECT SITE AND ENVIRONS ZONING s:-::CW.4 1.1 14EAVY != _ 1"..;.T- LIGHT LOUVER.: - _ .S'PO CO%Y PROFE:: z - ',10LOING IND- INDUSTRIAL PU9 - PUBLIC FACILITIES PUDAIIXED PUD -R R311. RE SIDENTIAL VULTIFA _ - RUH -RES IDENTIA _ e _ E FAY ILY NVV 3rd Av. NW 2nd St. c CV NW Park St./SR 70 N. Parrott Av./US 441 12 planning Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE EXISTING LAND USE SUBJECT SITE AND ENVIRONS LaKue planning 13 Memorandum To: Patty Burnette, Lane Gamiotea, Bobbie Jenkins CC: Marcos Montes De Oca From: Bill Brisson, AICP Sr. Planner, LaRue Planning Date: December 18, 2018 Subject: Completeness determination, Wawa applications 19 -001 -AC: This Application is complete except for certain deeds and letters of consent about which the Applicant has been informed. 19 -001 -TRC This Application is complete except for impervious surface calculations for the site in its existing condition and the size of the signs shown in the plans and a response to my earlier question asking if there are any other signs proposed (e.g., ground signs, or pole signs). 19-001-R This Application is complete except that it lacks the required responses to the nine FINDINGS REQUIRED FOR GRANTING A REZONING identified on pages 6 and 7 of 11 in the Application. 9 -001 -SE This Application is complete except that it lacks the required responses to the six STANDARDS FOR GRANTING A SPECIAL EXCEPTION on page 8 of 11 of the Application; and 161-000‘--)1" �_D�a C ( lacks the required responses to the eight FINDINGS REQUIRED FOR GRANTING A SPECIAL -JG EXCEPTION on page 9 of 11 of the Application. Recognizing the City's interest in moving these Applications forward, and believing that the Applicant will provide the above information within a very short time; I suggest that the advertising for the hearings of these Applications be forwarded to the newspaper as required to meet the advertising deadlines for the schedule dates of each of the hearings. However, recognizing that the official deadlines for the submission of all required information have passed, if for any reason we are unable to provide a Staff Report to the City within the standard deadline of eight days before the scheduled hearing, said meeting will be opened and continued to a time certain by the reviewing body. In the meantime, we will work expeditiously to meet our deadlines as currently identified. Providing Planning and management solutions for local governments 1 575 Jackson Street, Suite 206 fort Milers, F [ 5390 i 239-551-3566 www.Iarueplanning.com Patt Burnette From: Patty Burnette Sent: Wednesday, March 06, 2019 3:19 PM To: Steven Lipofsky (slipofsky@ferbercompany.com); Christopher Rogers (crogers@bohlereng.com) Subject: 19 -001 -AC, 19-001-R, 19 -002 -SE Attachments: PB Minutes 011719.pdf Good Afternoon. This email is to officially advise you that the Planning Board of the City of Okeechobee made a motion to recommend approval to the City Council for Abandonment of Right -of -Way Petition No. 19 -001 -AC to abandon the 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, containing 0.09± acres. and for Rezoning Petition No. 19-001-R from CBD to CHV for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street, for the proposed use of a convenience store with fuel pumps. In addition, the Board of Adjustment at its regular meeting on January 17, 2019, approved your request to allow a convenience store with fuel pumps within a CHV Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street with the following special conditions: revise 11 on -street parking spaces from parallel to angled on the southside of Northwest 2nd Street and 2nd Avenue; the setback of the underground fuel tanks from the south property line, should at a minimum, be increased from the proposed 12.5 -feet to 15 -feet; add a 2 -foot landscape strip between the building and the loading zone; per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to turn into the Wawa; provide irrigation for the perimeter landscaping; provide to the OUA corrections to plans for layout and line materials; provide required slope measurement on driveways so not over 13 percent; need contact information for the company that provides the emergency generator services for Wawa; need type of building construction identified on plans; flow test needed for water capabilities; relocation of FDOT traffic cabinet for the street lighting on North Park Street/SR70; landscape islands on Northwest 2nd and 3rd Avenues and 2nd Street; approval is conditioned upon approving Right -of -Way Abandonment Petition No. 19 -001 -AC and Rezoning Petition No 19-001-R; and fuel deliveries shall be performed during non -peak traffic hours. There are two important timelines you need to be aware of regarding Special Exceptions. Per Sec. 70-348(4) of the City Land Development Regulations, Special Exception use; variance. Special Exception use and variance approvals shall have a valid period of not more than two years, prior to which a building permit application must be submitted or the approval shall lapse. Per Sec. 70- 373(f), Nonuse. If the special exception use granted by the board of adjustment should fail to exist or fail to be used for a continuous period of 180 days, then such use shall lapse and the current owner be required to reapply as provided in this division. In case of hardship, where the loss of such special exception would materially affect the integrity of any mortgage or other financing arrangement on the subject real property, the board of adjustment may consider such hardship in granting a renewal of such special exception. A copy of the Planning Board Minutes from the January, 17, 2019 Meeting is attached for your information. Should you have any questions, please let me know. Thank you, Patty Pafy M. 13wrfrt.e.4te, general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 `het 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e-madyburnette@city ofokeechobee.com website: www.cityofokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 INDEPENDENT NEWSMEDIA INC. USA Lake Okeechobee 107 SW 17th Stree ;\Stith -b' 7 Okeechobee, Wilda 34974 7I ;(/ 863-7,3134 CJS 1 JAN 0 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, F)orida, that.the attached copy of advertisement being a- in the matter of Yi246Y-A- C_CIck_O ( in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisemen fo>; 1public tion in the said newspaper. ,- tea • Katrina Elsken Sworn to and subscribed before me this day of JC:,.I'v..j) ft ( ri Notary Public, State of Florida, at Large t L 1 J g. (4- J ,�S,,PY Pjj,ANGIE BRIDGES _° i '� = MY COMMISSION # FF 976149 '= EXPIRES:April20.2020 edi °reS Bonded Thru Notary Public Underwriters AD CITY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE 15 HEREBY GIVEN that a QUASI-RIDICIAL PUBLIC HEAR- ING wlbeheti beforetheOlyofOleeednbeeBoard ofActimb >enton 3amety 17, 2019, at 6 PM, or as soon theedter as Keel* at Oty Hal 55 SE 3rd Ave, Cound Chambers, Rm 200, Okeechobee, FL, to madder and recebe input on Speci l Fxeplbn Mon M. 1.9-002-5E, sbmItd by Rae �PE, Sarth Investments, Inc an behalf cf the ci,awns t, UC; David R. Watford; and 205 N. Pant Ave. pumps w a Heavy11 Mtn requxis Co fief ACommercial (CIN) Zoning Cirirld, reference Cade Book Section 90-283(25); =trowel Won the approval of Rezonhg Pe tie n Na 19-001•R. The property aondsts of 1.633: acres, braked kr the 20) bbdc of WN Park and 2nd Streets Legal: LOIS 1 TROUGH 4 AND 7 THROUGH 12, INCLUSIVE, OF BL:000 156, TOWN OF OKEECHOBEE/CITY OF OKEECN08EE ACCORDINGTOlHEPLATTEREOFASRECORDED IN PLAT BOOK 2, PACE 17, PUBLIC RECORDS OF ST. WOE COUN- TY, FLORIDA, AND IN PLAT BOOK(S) 1 AND 5, PAGE(S) 10 AND 5, PUBLIC RECORDS OFOKEECHOBEE COLONY, fnARIDA. The Felton may be kepabaJ at the address Mow doing regular &seems hours, Nbn-Fd, 8M1430 PM, except for tridays Itee prbic 5amoaged ID attend. The Board of Adjustment serves as the dedsbn nhaidrg bad), on till nuts m aPprae or deny Spedal 6septbts. ANY PERSON DECIDING TD APPEAL anry decide made by the Board Mb respect toany metermnddaed attht meeting wi reed toerere a ver- batim meld of the pomading Is made and the reed Ircluclas the betrocrry and eridahra which the appeal MI be based. In aoordance win the Arnestans Act (ADA),anyperson wtha asdefined by the ADA, that reeds 4edal a®mnorkthon to participate to In this F* 5, erne the General Services c6ke no katr than two loan days prior be proaeedtg. 80-763-3372. BE ADVISED that should youkterdt0Showany documert, Ochre,vtdeo or tens to the Board In ar port or oppos tion to any Item onthe a copy of the dm video, or tern chat be provided to Board Secretary for tteOly5 records by: Zoning NtrmsIonmMen Email Transmittal CITY OF OKEECHOBEE Office of the City Clerk 55 SE 3rd Avenue Okeechobee, FL 34974 863-763-3372 ext. 9814 To: Independent Newspapers, Inc. - Okeechobee News - Ad Dept. Attention: Janet Levy, jlevy@newszap.com From: Bobbie Jenkins, Deputy Clerk, bjenkins@cityofokeechobee.com Ad Type: Legal Publish On: Sun, 12/30/18 Proof of Affidavit(s): 1 Authorized By: Date: Email Date/Time: Ad/Order# Amount $: Proofed By: Date to Finance: Draw#: PO#: Check #: Mailed On: CITY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OF A PROPOSED SPECIAL EXCEPTION NOTICE IS HEREBY GIVEN that a QUASI-JUDICIAL PUBLIC HEARING will be held before the City of Okeechobee Board of Adjustment on Thurs, January 17, 2019, at 6 PM, or as soon thereafter as possible, at City Hall, 55 SE 3`d Ave, Council Chambers, Rm 200, Okeechobee, FL, to consider and receive input on Special Exception Petition No. 19 -002 -SE, submitted by Steve Lipofsky P.E., Southeast Investments, Inc. on behalf of the property owners JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. The Petition requests to allow a proposed use of a convenience store with fuel pumps within a Heavy Commercial (CHV) Zoning District, reference Code Book Section 90-283(25); contingent upon the approval of Rezoning Petition No. 19-001-R. The property consists of 1.63± acres, located in the 200 block of WN Park and 2nd Streets. Legal: LOTS 1 THROUGH 4 AND 7 THROUGH 12, INCLUSIVE, OF BLOCK 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK(S) 1 AND 5, PAGE(S) 10 AND 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. The Petition may be inspected at the address above during regular business hours, Mon -Fri, 8 AM - 4:30 PM, except for holidays. The public is encouraged to attend. The Board of Adjustment serves as the decision making body on this matter to approve or deny Special Exceptions. ANY PERSON DECIDING TO APPEAL any decision made by the Board with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Office no later than two business days prior to proceeding, 863-763-3372. BE ADVISED that should you intend to show any document, picture, video or items to the Board in support or opposition to any item on the agenda; a copy of the document, picture, video, or item must be provided to the Board Secretary for the City's records. by: Zoning Administrator Marcos Montes De Oca, Petition No. 19 -002 -SE STATE OF FLORIDA COUNTY OF OKEECHOBEE 60Td6111:161....bitge. CRY Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Count)y, Florida, that the attached copy of advertisement being a Ilk- JIC Nc'-4-<<C in the matter of t L k.L\J L'x C c) i in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Sworn to and subscribed before me this day of Jit i Uttu 1-` r . C i rfi AD Notary Public, State of Florida at Large Lake Okeechckb11.'Wews 107 SW 17tti'LS. deet, Suite, -D Okeechob1orida 34974' 863 3-311 CITY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE IS HEREBY GIVEN thata QUASI-JUDICIAL PUBLIC HEAR- ING EARING will be held gore the City of Okeed cbee Board of Pcljlsbnent on Thurs, 3anuary 17, 2019, at 6 PM, or as soon theaafl -as pasble at Oty F , 55 5E 3rd Ave, Camol Chambers, Rm 200, Okeednbee, FL, to corsder and rove input cis Suede' E+aeption Petition No. 19- 002-5E, submitted by Sieve Upofsky PE, Southeast Irnestmers, Inc on behalf of the property cones JMass Managers LLC; David R Watford; and 205 N. Parrot Ave. I biding., LLC The Beb ien regress to allow aproposed use of a convenience store with (IA pumps within a Heavy Commercial (CHV) Zoning Dis ibJ ref- erence Code Book Section 90-Z83(25); contingent upon the approval cf Remising Benito Nb. 19-001-R The of1.63±aces, baited in the 200bbd<ofWNPark and 2nd Streets. Legal: LOTS 1 THROUGH 4AND 7 THROUGH 12, INCLUSIVE, OF BLACK 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, ACCORDING 10 THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK(S) 1 AND 5, PAGE(S) 10 AND 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FL0RIDA The Notion may be impeded at the address abate during regular br- neo hours, Mon -Fd, 8 AM -4:30 PM ecept fix hofdays. The public is aged to attend. The Boatel of Adjustment serves as the decision making body on the natter to approve or deny Special Exoeptb s. ANY PERSON DECIDING TO APPEAL any deacon made by the Board with rear to any matter considered at this meeting will need to ensure a verbatim mord of the prcceedirg is made and ttre record it dudes the testimony rree and eviderraiupon whihthe appeal 9be based. �� In acoadawith the Americans wdh Dis3biGtlesAct (ADA) , a with a disability as defined by the ADA, that needs special a000mmcda- tion to partidpate in this proaiecfr , contact the General Servkoes Offico no labx than two business days prior to proceeding, 863-763-3372 BE ADVISED that should you intend to shay any decurrent, picture, video or items to the Board in support or opposhcn to any item on the agenda; a copy of the doaiued, Wave video, or item must be prwd- eltothe Board SecretaryIt the Otysrecords • by: Zoning Mrsdnblrator Mates Hordes De Oa, Pebtion No. 19 -002 -SE 309E62 ON 1/9/2019 Patty Burnette From: Patty Burnette Sent: Friday, January 11, 2019 3:03 PM To: Kimberly D'Andrea (kdandrea@bohlereng.com); Christopher Rogers (crogers@bohlereng.com); Steven Lipofsky (slipofsky@ferbercompany.com) Subject: January 17, 2019 Planning Board Meeting Attachments: Agenda January 2019.pdf; 19-001-AC.pdf; 19-001-R.pdf; 19-002-SE.pdf Importance: High Good Afternoon. Please be advised that the Planning Board of the City of Okeechobee will be considering Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres AND Rezoning Petition No. 19-001-R, from Commercial Business District to Heavy Commercial for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street, for the proposed use of a convenience store with fuel pumps AND The City of Okeechobee Board of Adjustment will be considering Special Exception Petition No. 19 -002 - SE, to allow a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street ALL on Thursday, January 17, 2019 at 6:00 p.m., or as soon thereafter as possible, in the City Council Chambers. A copy of the Planning Board/Board of Adjustments Agenda is attached, along with copies of the Staff Reports. Should you have any questions, or if you, or a representative, cannot attend this meeting, please just let me know. If I haven't included someone in the email who needs this information, please forward it on. Thank you, Patty Pad 3 M. 6wriA-e>tte Genera(Services Coordinator City of Okeechobee SS Southeast 3rd Avenue Okeechobee, PL 34974 'e1 863-763-3372 Direct: 863-763-9820 Tax: 863-763-1686 e-mail: yburnette@citjofo!eechobee.com website: www.cityofokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 CONSTRUCTION NOT APPROVED FOR FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: 18-010.34 SJB CR 12/3/18 NOTED LP_12-3-18.DWG L-2 C:\USERS\SBARBER\DOCUMENTS\DESKTOP 6-12-18\PROJECTS\SBD\BOHLER - 010\PROJECTS\18-010.34 WAWA (CITY OF OKEECHOBEE)\DRAWINGS\CAD\LP_12-4-18.DWG PRINTED BY: SBARBER 12.04.18 @ 6:42 AM LAST SAVED BY: SBARBER KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com AS SCALE: MIN. 120° 120° PLAN 120° CANOPY TREE SCALE: NTS 18" NOTES: 1. CONTRACTOR SHALL ENSURE ADEQUATE SOIL PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" PER HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL PROTECT TREE WITH BLACK RUBBER HOSE. FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES #12 GAUGE DOUBLE TWISTED GALVANIZE WIRE OR APPROVED EQUAL 3" MULCH AS SPECIFIED MIN. 24" FROM TRUNK BERM SOIL TO HOLD WATER EXISTING SUBGRADE 2" X 4" X 3' WOOD STAKES OR APPROVED EQUAL PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. FINISHED GRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE SHRUB AND GROUND COVER SCALE: NTS MIN. 12" NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 2. ALL PLANTING PITS SHOULD HAVE VERTICAL SIDES AND BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. PLANT MATERIAL SHALL BE INSTALLED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 4. WHERE GROUND COVERS ARE USED IN MASSES, THE ENTIRE BED SHALL BE EXCAVATED PRIOR TO RECEIVING PLANT MATERIAL AND PLANTING SOIL EXCEPT WHERE SPECIFIED. 5. ALL PLANT MATERIAL MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. 6. PLANT MATERIAL INSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. THOSE INSTALLED ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE 12"-18" 18" MIN. 'X''X' 'X' PROVIDE A MINIMUM OF 18" SPACING BETWEEN DIFFERENT PLANT TYPES 18" SETBACK FOR ALL SHRUBS PLANTED 24" O.C. OR GREATER (12" SETBACK FOR ANNUALS AND GROUND COVER) CURB OR EDGE OF PAVEMENT 3" MINIMUM OF MULCH BERM SOIL TO HOLD WATER MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUND COVER BEDS EXCAVATE ENTIRE BED FOR GROUND COVER LOCATIONS FINISHED GRADE PLAN 12"MIN.EXISTING SUBGRADE EXISTING CONDITIONS MULCH PLANT BED LINE SOD APPLICATION SCALE: NTS TOP OF SOD TO BE FLUSH WITH PAVEMENT SIDEWALK OR OTHER PAVING MULCH APPLICATION SCALE: NTS PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS.) 3" MIN. MULCH (SEE PLANT SCHEDULE FOR SPECIFICATIONS) SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS.) NOTES: 1. ALL MULCH SHALL BE PEST AND INSECT FREE. 2. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. SABAL PALM TREE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. PRESSURE TREATED PINE TO BE USED FOR ALL WOOD STAKING AND BRACING MEMBERS. 120° 120° PLAN 120° NO HURRICANE CUT PALMS. PRUNE IN FIELD & LEAVE 1/3 OF THE FRONDS AND TIE WITH NATURAL TWINE. DO NOT DAMAGE BUD. 5 LAYERS BURLAP AT POINT OF SUPPORT 2"X4"X16" BATTENS, QUANTITY AS NECESSARY STEEL BAND TO SECURE BATTENS TOE NAIL 3(2X4) TO WOOD BATTENS, NO NAILS IN TRUNK OF PALM KEEP MULCH 6" FROM BASE 3" LAYER OF MULCH, SEE SPECIFICATIONS 3" DEPRESSION, WITH 6" SAUCER TO HOLD WATER 3 - 2" X 4" X 48" WOOD STAKES - 36" DEPTH MINIMUM FINISHED GRADE EXISTING SUBGRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE 3 - 2" X 4" WOOD BRACES NAILED TO STAKES 36" MIN.MIN. 12" 1 8 3 5 TYPICAL RAISED PLANTER DETAIL SCALE: NTS BOLLARD - BY OTHERS 24" 24" IRRIGATION TYP. - SEE IRRIGATION PLAN PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS IRRIGATION LATERAL LINE CONDUIT, SEE IRRIGATION PLAN FOR LOCATION DRAINAGE PIPE WITH ATRIUM GRATE TO BE CONNECTED TO DRAINAGE SYSTEM, SEE CIVIL PLANS 6" - NO. 57 STONE OVER LANDSCAPE FABRIC PLAN SECTION 'A' PLANT MATERIAL - SEE PLANTING PLAN ADJACENT CONDITIONS VARY - SEE SITE PLAN PLANTER IRRIGATION - TYP. SEE IRRIGATION PLAN DRAIN BELOW, BY OTHERS A BOLLARD, BY OTHERS PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS FILL WITH A 50/50 MIX OF SAND AND POTTING SOIL, WITH 5.5 TO 6.5 pH TO 3" BELOW TOP OF PLANTER POT. APPLY RON-STAR PRE-EMERGENT HERBICIDE AND A SLOW RELEASE FERTILIZER AND MIX INTO THE TOP 6 INCHES. AFTER PLANING APPLY A 2 INCH LAYER OF PINE BARK MULCH FINES. FILL BASE OF POT WITH 1" OF NO. 57 STONE FOR EVERY 5" OF PLANTER HEIGHT EDGE OF PAVEMENT BELOW PLANT MATERIAL TYP. - SEE LANDSCAPE PLAN 2 CANOPY TREE PLANTING NOTES: 1. EACH TREE SHALL RECEIVE SIX "AGRIFORM" 21 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS. 2. ALL TREES SHALL HAVE A MINIMUM CLEARANCE OF 15' FROM LIGHT POLES, AND SHALL NOT BE INSTALLED WITHIN 10 FT. OF ANY ABOVE GROUND UTILITIES OR WITHIN 30 FT. OF THE FACE OF A STOP SIGN. 3. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)A-300 PRUNING STANDARDS. GENERAL LANDSCAPE NOTES: 1. NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET. SHEET(S) ARE FOR LANDSCAPE REFERENCE ONLY. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND WRITTEN SPECIFICATIONS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER'S REP. 3. THE LANDSCAPE PLANTINGS SHALL BE INSTALLED IN COMPLIANCE WITH EXISTING CODES AND APPLICABLE DEED RESTRICTIONS OR REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MATERIALS AND QUANTITIES PRIOR TO BIDDING, AND NOTIFY OWNER'S REP OF ANY PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. RESOLUTION OF DISCREPANCIES FOUND DURING CONSTRUCTION SHALL BE IN FAVOR OF THE OWNER. 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS ARE MINIMUMS ONLY. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. OWNER'S REP SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS. 7. CONTRACTOR TO NOTIFY 'SUNSHINE STATE ONE CALL OF FLORIDA, INC AT 800-432-4770 TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 8. THE HEALTHY, NEAT, AND ORDERLY APPEARANCE OF ALL REQUIRED LANDSCAPING MATERIALS IS THE CONTINUAL RESPONSIBILITY OF THE PROPERTY OWNER AFTER FINAL ACCEPTANCE. GENERAL PLANTING NOTES: 1. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTIONS OF THE MUNICIPAL REGULATIONS, GUIDELINES AND STANDARDS. 2. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER, AS SET FORTH BY THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS, 3. PLANT MATERIAL SHALL BE LOCAL FLORIDA NURSERY STOCK. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TOPSOIL / PLANTING SOIL ANALYSIS REPORT WITH FERTILIZER RECOMMENDATIONS, FOR ORNAMENTAL PLANTINGS, PRIOR TO INSTALLATION OF THE PLANTING SOIL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND/OR FERTILIZER RECOMMENDED BY THE SOIL ANALYSIS REPORT FOR HEALTHY, VIGOROUS PLANT GROWTH. SEE NOTE 11. 5. ALL PLANT MATERIAL HOLES SHALL BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY AFFECT OR DAMAGE UTILITIES OR PROJECT IMPROVEMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPE ELEMENTS UNTIL FINAL ACCEPTANCE BY THE OWNER'S REP. THIS MAINTENANCE SHALL INCLUDE BUT MAY NOT BE LIMITED TO MOWING, EDGING AND TRIMMING GRASS, KEEPING PLANTING BEDS FREE OF DEBRIS AND WEEDS, MANAGING ALL DISEASE OR INFESTATION, WATERING OF PLANT MATERIALS, AND MAINTAINING MULCH. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER'S REP. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND STAKE ALL UTILITIES. A MINIMUM OF TEN FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. IN ADDITION, ALL TREES SHALL BE LOCATED AT LEAST SIX FEET AWAY FROM THE FLOW LINE OF SWALES AND PROPOSED OR EXISTING STORM WATER INLETS. 9. NEW PLANT MATERIAL TO BE INSTALLED WILL BE FIELD ADJUSTED TO ACCOMMODATE EXISTING PLANT MATERIAL SUCH AS OVERHEAD CANOPY TREES, UNDER-STORY TREES AND SHRUBS OR GROUND COVER. THIS WILL ENSURE EXISTING PLANT MATERIAL TO REMAIN IN ITS NATURAL STATE. THEREFORE, NO EXISTING PLANT MATERIAL WILL BE ALTERED BY REMOVING, CUTTING TRIMMING OR DESTROYING IN ORDER TO INSTALL NEW PLANT MATERIAL. 10. ALL PLANT MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. BAG GROWN PLANTS ARE NOT ACCEPTABLE. 11. THE PLANTING SOIL USED IN THE PLANTING OPERATIONS SHALL BE A MIXTURE OF 2 PARTS EXISTING TOPSOIL AND 1 PART CLEAN SAND. THE TOPSOIL SHALL CONSIST OF NATURAL, FRIABLE, FINE LOAM SOIL WITH A pH OF 5.5 TO 7.0, AND 3-5% ORGANIC MATTER. IT SHALL BE FREE OF WEED SEEDS, PATHOGENS, LITTER, SOD, CLAY, ROAD BASE, STONES, ROOTS AND STUMPS. SOIL DEPTH SPECIFIED ON THE PLANS IS MEASURED AFTER LIGHT COMPACTION. TOP SOIL THAT DOES NO T MEET THIS SPEC SHALL BE SUBSTITUTED WITH PROPER BORROW SOIL. SEE NOTE 4. 12. BED PREPARATION: LOOSEN SOIL TO A MINIMUM DEPTH OF TWELVE INCHES AND REMOVE ALL DEBRIS. RE-GRADE THE BED TO ITS ORIGINAL GRADE. DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT WITH THE RECOMMENDED RATE BASED ON SOIL ANALYSIS AND RECOMMENDATIONS. WATER IN THOROUGHLY. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOIL AND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH A 3" DEPTH OF APPROVED ORGANIC MULCH, ENSURE MULCH OVER ROOT BALLS DOES NOT EXCEED A DEPTH OF ONE INCH. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 13. ALL PROPOSED PLANTING AREAS SHALL RECEIVE A THREE INCH LAYER OF MULCH. ALL TREES NOT LOCATED WITHIN A PLANTING BED SHALL RECEIVE A FOUR FEET DIAMETER MULCH RING. MULCH SHALL BE DOUBLE GROUND HARDWOOD WITH COCOA BROWN COLOR. 14. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO ENSURE AT LEAST THREE PERCENT POSITIVE DRAINAGE AWAY FROM BUILDINGS AND INTO TURF AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. IN ADDITION, THE FINISH MULCH ELEVATION AT THE BUILDINGS SHALL BE AT LEAST SIX INCHES BELOW FINISH FLOOR OF THE ADJACENT BUILDING. PARKING LOT ISLANDS SHALL SLOPE AT THREE PERCENT FROM CENTER. TURF AND PLANTING BEDS SHALL MEET SIDEWALKS AND FLATWORK AT TWO INCHES BELOW THE FLATWORK. 15. SLOPES GREATER THAN 4:1 SHALL REQUIRE SODDING FOR STABILIZATION. 16. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE AND MAYBE UTILIZED AT THE OWNERS DISCRETION. 17. IF ALTERNATIVE VEGETATION IS UTILIZED (I.E. MATCHING AND/OR EXTENDING EXISTING SHRUB BED, THE INSTALLED MATERIAL MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MATERIAL IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. 18. SOD SHALL BE INSTALLED IN ALL DISTURBED LANDSCAPE AREAS THAT ARE NOT PLANTED OR HARDSCAPED. CONTRACTOR SHALL VERIFY SOD QUANTITY. 19. LANDSCAPE CONTRACTOR SHALL REPAIR, RELOCATE AND/OR REPLACE ANY CONSTRUCTION DAMAGED OR REMOVED LANDSCAPE MATERIALS, ON OR OFF SITE, THAT ARE NOT DELINEATED ON THE DEMOLITION PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REP. PRIOR TO ANY REMEDIATION LANDSCAPE EFFORTS. 20. SEE IRRIGATION SHEET LI-1.01 FOR THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED, THAT WILL PROVIDE 100 PERCENT COVERAGE WITH 50 PERCENT OVERLAP FOR ALL LANDSCAPE. THE WATER SOURCE WILL BE A WELL. THE IRRIGATION SYSTEM IS DESIGNED WITH HYDRO-ZONES, BASED ON PLANT WATERING NEEDS. TURF, SHRUBS, TREES WILL BE WATERED ON SEPARATE ZONES WITH BUBBLER HEADS. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE & PLANNING WAWA LANDSCAPE NOTES & DETAILS 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 12" MIN 12" MIN 24" 24" 18" 12" 36" MIN.6' MIN. OR1/2 GW.GREY WOOD (GW.)OVERALL HIEGHT (OA. HT.)CLEAR TRUNK (CT.)18" 18" 12"12"1" TO 3" PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS 3" EXISTING SOIL LAYER CLEANED OF DEBRIS AND AMENDED AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER LANDSCAPE ROOT BARRIER DETAIL SCALE: NTS9 800-888-5933 CONWED OR EQUAL. "ALL PURPOSE BARRIER" BY FENCING HIGH DENSITY PE ORANGE MESH CONSTRUCTION (6 FT. MIN.)4'2"x4" RAILING LIMIT OF WORK W/CROWN OF TREE DISTANCE VARIES GRADE EXISTING 4"x4" PINE POST NO CONSTRUCTION TRAFFIC, CUTTING, FILLING STAGING, TRENCHING OR ROOT COMPACTION WITHIN TREE BARRICADE. PLACE BARRICADE AROUND TREES TO REMAIN BASED ON THE VEGETATION PROTECTION BARRICADE PERMIT AND OBTAIN COUNTY APPROVAL OF INSTALLATION PRIOR TO DEMOLITION, CLEARING, OR SITEWORK. BARRIER TO BE ERECTED AROUND TREES TO REMAIN WITH 4 INCH DBH AND GREATER. TREE BARRICADE DETAIL SCALE: NTS64'5 FT. MAX PLAN NOTES: 1. 2. 3. TREE / PALM RELOCATION PROCEDURES: 2. PREPARATION FOR PALM RELOCATION a. BY HAND, REMOVE ALL OTHER VEGETATION AWAY FROM THE TRUNK OUT TO THE DRIPLINE b. MOVE TREE ONE TIME FOR BEST SURVIVABILITY RATE c. AFTER THE ROOT BALL PREPARATION PROCESS, REMOVE MULCH WITHIN THE ROOT BALL TRENCH d. TIGHTLY WRAP BURLAP AROUND THE EXPOSED ROOT BALL SIDES TO RETAIN ROOT BALL SOIL DURING RELOCATION e. UNDERCUT THE ROOT BALL TO REDUCE DAMAGE WHEN LIFTING TREE f. DIG HOLE TO RECEIVE THE ROOT BALL, 3 FEET LARGER IN DIAMETER g. DIG HOLE TO RECEIVE THE ROOT BALL WITH SIMILAR DEPTH AS ROOT BALL h. INSTALL TREE AND BACKFILL WITH SPECIFIED TOPSOIL, AND WATER IN, DO NOT COMPACT BACKFILL i DO NOT BACKFILL SOIL OVER ORIGINAL GRADE OF ROOT BALL, AND INSTALL 1 INCH OF MULCH COVER OVER ROOT BALL j. INSTALL TEMPORARY IRRIGATION SYSTEM OVER ROOT BALL k. WATER ENTIRE ROOT BALL DAILY WITH ONE INCH OF WATER FOR ONE MONTH PER INCH CALIPER (ESTABLISHMENT PERIOD) l. INSTALL TREE PROTECTION BARRICADE AROUND THE OUTSIDE OF THE BACKFILLED AREA, UNTIL END OF CONSTRUCTION 1. DETERMINE IN THE FIELD IF THE PALM IS THE CORRECT SIZE FOR TREE SPADE RELOCATION, AND REPORT TO THE LANDSCAPE ARCHITECT THE CHOSEN METHOD OF TREE RELOCATION FOR APPROVAL PRIOR TO DIGGING. PALMS MAY BE HAND DUG BASED ON INDUSTRY STANDARDS AND DETAILS ON THIS SHEET. 7 3. AFTER THE ESTABLISHMENT PERIOD, WATER AND MAINTAIN TREES AND PALMS AS SPECIFIED FOR NEW PLANTS. GRAVEL APPLICATION SCALE: NTS VARIES - SEE PLANS 4 ADJACENT CONDITIONS MAY VARY. SEE CIVIL ENGINEERING PLANS 3" MINIMUM GRAVEL MULCH: 1"-3" BROWN RIVER ROCK 1/8" X 5 1/2" CLEAN LINE ALUMINUM EDGING BY PERMALOC (COLOR: BLACK), OR APPROVED EQUAL, BETWEEN GRAVEL AND ADJACENT SOD OR PLANTING BEDS COMPACTED SUBGRADE 2 OZ. WEEDSTOPPER SPUNBOND FILTER FABRIC BY FABRISCAPE, OR APPROVED EQUAL THE FERBER COMPANY, INC. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERPUBLIC GEN EAA GEN F85 F/B (6,119 SF) T T TTT T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEE E E E E E E E E E E E E E E E EEEEEEEETSLSL SL SL SL SL SLSLSLSLSLSLSLS L GGGGGGGGGGG G G G G G G G G G G G G G G G G W W W W S S S S S S SWWW WW W W W W W W S S S S S S S 15'TTTT T T T T T T T T T T T T T T TTT5'5'20'15' SHARED UTILITY EASEMENT 10'10'10'10' FPL EASEMENT 18' X 23' SHARED UTILITY EASEMENTCC CCC C C C C C C C C C C C C C C C CCCWATER / SEWER EASEMENTWWWWWSSSEEEEEEEEEEEE E ET T TTTTT T T T T T T 20'2 0 'CTTWWWWW W W W W W W WCONSTRUCTION NOT APPROVED FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com SCOTT BARBER DESIGNS P.A. 1"=20' 0 2051020 SCALE: AS L-1 LP_12-3-18.DWG NOTED 12/3/18 CR SJB 18-010.34 LANDSCAPE ARCHITECTURE & PLANNING LANDSCAPE PLAN 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 WAWA PLANTER 'A' ENLARGEMENT SCALE: NTSA SOUTH FLORIDA WARM SEASON PALETTE 1. RED SALVIA MAR - OCT 2. PINK PORTULACA 3. YELLOW ZINNIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE PENTAS 6. ORANGE GAZANIA 7. PINK PROTULACA SOUTH FLORIDA COOL SEASON PALETTE 1. POT MARIGOLD NOV - FEB 2. PINK PENTUNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. ORANGE ZINNIA 6. RED PUTUNIA 7. PINK VERBENA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 PLANTER SPECIFICATION: NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1RECLP-482424 SIZE: 48"L X 24"W X 24" HT. COLOR: BENJAMIN MOOR #OC-1 NATURAL WICKER WAWA PLANTER 'B' ENLARGEMENT SCALE: NTSB SOUTH FLORIDA WARM SEASON PALETTE 1. RED GAZANIA MAR - OCT 2. YELLOW PURSLANE 3. ORANGE PLUME CELOSIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE SALVIA 6. PINK GAZANIA 7. RED DIANTHUS SOUTH FLORIDA COOL SEASON PALETTE 1. RED SALVIA NOV - FEB 2. WHITE PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. BLUE DAZE 6. LAVENDER VERBENA 7. YELLOW TALL MARIGOLD NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'C' ENLARGEMENT SCALE: NTSC SOUTH FLORIDA WARM SEASON PALETTE 1. TALL PINK ZINNIA MAR - OCT 2. ORANGE PLUME CELOSIA 3. YELLOW DAHLBER DAISY 4. DWARF WHITE FOUNTAIN GRASS 5. RED PENTAS 6. PINK PORTULACA 7. WHITE BEGONIA SOUTH FLORIDA COOL SEASON PALETTE 1. BLUE DAZE NOV - FEB 2. RED PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. PINK DIANTHUS 6. WHITE VERBENA 7. YELLOW PLUME CELOSIA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'D' ENLARGEMENT SCALE: NTSD 1 SOUTH FLORIDA ALL SEASON PALETTE 1. DWARF WHITE FOUNTAIN GRASS NOTE: 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH POT SPECIFICATION NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1SLP-2425, SIZE: 24"X 24" COLOR: BENJAMIN MOOR #0C-1 NATURAL WICKER VENT STACK WITH 123 SF (1.2 CY) OF DECORATIVE GRAVEL MULCH DUMPSTER ENCLOSURE AIR MACHINE PAD TYP WITH 43 SF (.4 CU) DECORATIVE GRAVEL MULCH RAISED LANDSCAPE PLANTERS (10) SEE ENLARGEMENT THIS SHEET FOR PLANT TYPE & QUANTITIES A B C D B A 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER 1G, Full, 12" OCPerennial PeanutArachis glabrataAGA943 ZONING: Heavy Com SITE DATA: SITE AREA: 75,017 SF (1.72 AC) BUILDING AREA: 6,119 SF BU - BUFFER BG - BUILDING VUA - PARKING REL - RELOCATED PLANT KEY LEGEND: LANDSCAPE CALCULATIONS: INTERIOR LANDSCAPE AREA (75,017 SF) REQUIRED - 1 TREE, 3 SHRUBS / 3000 SF = 25 TREES, 75 SHRUBS PROPOSED - 49 TREES (14 RELOCATED SABAL PALM, 6 EXIST. SABAL PALM, 2 EXIST. TREE, 27 TREES, 75+ SHRUBS VEHICULAR USE AREA (VUA) LANDSCAPE: REQUIRED - 18 SF PER PARKING SPACE (47 SPACES) = 846 SF 1 TREE PER 72 SF INCL. 1 TREE / TERMINAL ISLAND = 12 PROPOSED - 2,443 SF VUA LANDSCAPE, 12 TREES PLANT SCHEDULE COMMON NAMESYMBOLBOTANICAL NAMEQTY. SOD TREES SPECIFICATIONS Densa Walter's ViburnumViburnum obovatum 'Densa'VIO* PALMS SHRUBS 3G, 24"x24", Space as shown GROUND COVER ** CONTRACTOR TO VERIFY SQUARE FOOTAGE FOR DAMAGED EXISTING GRASS AREAS CoontieZamia integrifoliaZAM*3G, 18"x18", 24" On Center 18 71 CHR*Red Tip CocoplumChrysobalanus icaco 'Red Tip'10G,36" x 24", 30" On Center, Hedge23 ILV*Dwarf Yaupon HollyIlex vomitoria 'Nana'3G, 14" x 14", 24" On Center72 * NATIVE SPECIES - HIGH DROUGHT TOLERANCE (OTHERS MEDIUM DROUGHT TOLERANCE) SOD Tight Joints, Neat, Level6,645 SF **Empire ZlotysZoysia japonica 'Empire' MULCH MULCH 72 CY **3" Layer of Double Ground Hardwood (Cocoa Brown Color) PERIMETER BUFFER PLANTINGS NATIVE TREE SPECIES REQUIRED - 75% NATIVE & SPECIES FROM XERISCAPE GUIDE PROPOSED - 100% NATIVE TREES & SHRUBS, 100% NON-NATIVE GROUNDCOVER 1G, Full, 24" OCBlue Pacific JuniperJuniperus conferta 'Blue Pacific'JUC 147 Cabbage Palm14 SEE TREE DISPOSITION PLANSabal palmetto MUH*Muhly GrassMuhlenbergia capallaris 3G, 14" x 14", 24" On Center330 TREE DISPOSITION PLAN: SEE THE TREE MITIGATION PLAN SHEET TM-1 FOR TREE DISPOSITION INFORMATION. 69 CALIPER INCHES (DBH) ARE PLANNED FOR REMOVAL FROM THE SITE. BECAUSE OF LACK OF AREA FOR ADDITIONAL TREES, THE MONETARY VALUE WILL BE DETERMINED BY CITY STAFF, AND PAID INTO THE CITY'S TREE FUND. 1. 2. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERSP* VEHICLE USE AREA: 46,593 SF SIGNMYR*Simpson's StopperMyrcianthes fragrans 7G, 24" x 18", 24" On Center, Hedge448 D CA C B LANDSCAPE AND ROOT BARRIER NOTES: TREE LOCATION AND SPACING IS BASED ON DESIGN REQUIREMENTS AND THE THE TREES SHOWN ON THIS PLAN ATTEMPT TO ACCOMPLISH SPACING REQUIREMENTS WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN ANY CASE THE TREES SHALL BE PLANTED IN ACCORDANCE WITH THE PLANT DETAILS SHOW HEREON. ADDITIONALLY, TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') CLEARANCE CANNOT BE ACHIEVED, SPACING CAN BE REDUCED TO SEVEN FOOT (7') IF INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL (SHEET LP-5.01) FOR INSTALLATION REQUIREMENTS. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PUBLIC UTILITY EASEMENT WITHOUT PRIOR UTILITY DEPARTMENT APPROVAL AND ONLY SOD CAN BE INSTALLED WITHIN 7.5 FEET OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL. SEE DETAIL 9 ON SHEET LP-5.01 FOR THE LANDSCAPE ROOT BARRIER DETAIL. FOR WAWA LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 5 9 9 12' HT, 5' SPR, 2.5" DBH SIGN 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER EXISTING GRASS TO REMAIN 2 EXISTING SABAL PALM TO REMAIN #25, #26 W-BU 1 EXISTING SABAL PALM TO REMAIN #23 W-BU 2 EXISTING TREES TO REMAIN, #20, #21 W-BU 1 EXIST OFF-SITE PALM TO REMAIN #22 N-BU 1 EXISTING SABAL PALM TO REMAIN #19 N-BU OVERHEAD WIRES EXIST COBRA HEAD LIGHT POLES TYP NORTH - 10' R/W BUFFER (200 LF - 36 LF ENTRY x 10' = 1,640 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 5 TREES, 15 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 8 SABAL PALM, 3 TREES 84 SHRUB HEDGE SOUTH - 10' R/W BUFFER (300 LF x 10' = 3,000 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 10 TREES, 30 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 9 TREES, 115 SHRUB HEDGE EAST - 10' R/W BUFFER (280 LF - 36 LF ENTRY x 10' = 2,440 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 8 TREES, 24 SHRUBS PROPOSED - 8 TREES, 95 SHRUB HEDGE WEST - 10' R/W BUFFER (140 LF - 36 LF ENTRY x 10' = 1,040 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 4 TREES, 12 SHRUBS PROPOSED - 3 EXIST. SABAL PALM, 3 SABAL PALM 36 SHRUB HEDGE SOD (100 SF) FIRE HYDRANT 10' EASEMENT SOD 1 (450 SF) AR* QV* SOD (325 SF) SAFE SIGHT TRIANGLE 10' x 10' SAFE SIGHT TRIANGLE 10' x 10' SOD (725 SF) SOD (625 SF) S-BU 4 AR S-BU 5 AR S-BU 115 MYR E-BU 25 MYR E-BU 113 MUH W-BU 46 MYR W-BU 113 MUH 1 EXISTING SABAL PALM TO REMAIN #27 S-BU IA* E-BU 2 IA E-BU 80 MYR E-BU 6 IA VUA 1 IA VUA 28 ILV VUA 1 QV VUA 24 ILV N-BU 84 MYR N-BU 2 QV N-BU REL 5 SP E-BU REL 3 SP VUA 600 AGA East Palatka HollyIlex x attenuata 'East Palatka' W-BU REL 3 SP SOD (4,100 SF) VUA 343 AGA NORTH - 2' INTERIOR BUFFER (100 LF x 10' = 100 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREES, 3 SHRUBS PROPOSED - 1 EXISTING SABAL PALM (OFF-SITE), 40 SHRUB HEDGE N-BU 40 MYR W-BU 48 MUH W-BU 23 MUH N-BU 16 MUH N-BU 1 QV VUA REL 3 SP VUA 1 QV WEST - 2' INTERIOR BUFFER (140 LF x 2' = 280 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREE, 3 SHRUBS PROPOSED - 2 EXISTING TREES, 58 SHRUB HEDGE RELOCATED BG 25 CAR CAR*Dwarf Natal PlumCarissa macrocarpa 3G, 14" x 14", 24" On Center55 BG 20 CAR BG 10 CAR IRRIGATION PERFORMANCE NOTES: ALL LANDSCAPE AREAS WILL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP. 1. THE WATER SOURCE WILL BE A WELL AND PUMP STATION PROVIDING WATER TO A SYSTEM UTILIZING DRIP LINE, SPRAY HEADS & TREE BUBBLERS. 2. THE SYSTEM WILL BE CONTROLLED BY A SMART CONTROLLER AND WILL UTILIZE A RAIN SENSOR. HOURS OF OPERATION WILL BE BETWEEN THE HOURS OF 10 PM AND 6AM. 3. SOD (320 SF) N-BU 58 MYR SCREEN 10 CHR VUA 20 JUC SCREEN 13 CHR VUA 10 JUC VUA 20 ILV E-BU 18 VIO E-BU 17 MUH 4MG*Bracken's Brown BeautyMagnolia Grandiflora Quercus virginiana 'Highrise'Highrise Live Oak 12' HT, 5' SPR, 2.5" DBH 'Bracken's Brown Beauty'Magnolia 12' HT, 5' SPR, 2.5" DBH 12' HT, 5' SPR, 2.5" DBH Acer rubrum 'Autumn Flame'Flame Red Maple VUA 15 ZAM VUA 22 JUC VUA 1 MG VUA 1 MG VUA 21 ZAM VUA 30 JUC VUA 30 JUC VUA 17 ZAM VUA 1 MG VUA 1 MG VUA 1 MG VUA 35 JUC VUA 18 ZAM THE FERBER COMPANY, INC. OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X X CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: \\BOHLERENG.NET\SHARES\FL-PROJECTS\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OA0.DWG PRINTED BY: CROGERS 12.04.18 @ 8:29 AM LAST SAVED BY: CROGERS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOA0 TM-1 TREE MITIGATION PLAN 1"=20' 0 2051020 DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W LEGEND: X X MITIGATION #1 (M1) M2 M3 M4 R1 R2R3 R4 R5 R6 R8 R7 R9 R10 R11 R12 R13 R14 R1 1 2 3 4 5 6 8 7 10 9 11 12 131415 18 19 20 21 22 23 24 25 26 27 1716 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: CCUTTING 12.03.18 @ 3:26 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-909 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: CCUTTING 12.03.18 @ 4:05 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-908 CONSTRUCTION DETAILS8"VARIES8"2""A"8"1 1/2"2 1/2"#4 @ 12" 0.C. 1 1/2" 2" CL. (TYP.) PLAN 1 1/2" "E"3'-0" INLET 2" GRATE "C" TYPE 2'-0" "A" 4'-4"3'-4"4'-6"1'-5" "D" 3'-0" DIMENSIONS 2'-4" "C" 3'-1" "B" 11" "E" 2 1/2"2 1/4"8""B"1 3/4"3/4"8"2 1/8""C" 2" "E" 2" "E""D"2" 1/4" ALUMINUM PLATE WEIR CREST EL.= 27.85' (NAVD) 2" x 2" x 1/4" ALUMINUM CHANNEL MOUNTED TO STRUCTURE @18" C.C. TYPE "C & E" DITCH BOTTOM INLET DETAIL NOT TO SCALE NOTES: GRATES: IRON GRATES IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. INLET TYPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO ACCOMMODATE LARGER DIAMETER PIPE SIZE. MATERIAL: INLET WALLS AND FOOTING MAY BE EITHER POURED- IN-PLACE 2500 LB. CONCRETE; OR PRECAST CLASS "A" 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO BLOCK) WITH 1/2" PLASTER (NO LIME) WITH 8" PRECAST CAP. EL.=29.00' (NAVD) PROPOSED PRB (SEE SHEET D-3) 0.5" INVERTED TRI. BLEEDER @ EL. = 22.50' NAVD CONTROL STRUCTURE CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-907 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-906 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-905 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-904 CONSTRUCTION DETAILS 1.6" MIN 2.4" MAX.< 2" EDGE OF DETECTABLE WARNING < 2"1.6" MIN2.4" MAX.TRUNCATED DOME 0.9" MIN 1.4" MAX. 0.2" ± 0.02" INTEGRAL DOME THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRUNCATED DOME BASE-TO-BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROM THE BACK OF CURB WITHIN FDOT ROW'S AND 30 INCHES (610 mm) FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. 2 FT WITHIN FDOT ROW'S 3 FT OTHER LOCATIONS WIDT H O F S I D E W A L K CURB RAMP DETECTABLE WARNING DETAIL NOT TO SCALE (PER FDOT INDEX #304) CURB TRANSITION DETAIL NOT TO SCALE CONCRETE CURB 2' CURB TRANSITION PROFILE VIEW PAVEMENT OR SIDEWALK SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 1. NOTES: HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA GUIDELINES. 2 A DETECTABLE WARNING (SEE DETAIL) 2.0% RAMP AND SIDEWALK CURB 2' LANDING (SEE NOTE 4) RAMP WIDTH (4' MIN.) (SEE NOTE 3) 2 'R 0 . 0 2 RAMP1:12RAMP WIDTHS FOR CURB RAMP MAY BE REDUCED TO 3' MIN IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. LOWER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS, OR OTHER AREAS WITH PAVEMENT CROSS-SLOPE LESS THAN 2% (0.02). 3 4 2' WITHIN FDOT ROW'S 3' OTHERWISE CURB RAMP "CR-G" DETAIL NOT TO SCALE (PER FDOT INDEX #304) A 5. REFER TO SPECIFICATIONS FOR EXCAVATION IN MUCK OR OTHER UNSUITABLE MATERIAL. 4. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 2. BEDDING MATERIAL SHALL CONSIST OF WELL GRADED ASTM C33 #67 ROCK (3/4" TO No.4) 1. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED NOTES: MEANS OF CONSTRUCTION. SEE NOTE 6 GRADE GRADE PROVIDE SAFE TRENCH SLOPE PER OSHA REQUIREMENTS 8" MAX. LAYERS OR APPROVED METHOD TO ACHIEVE 98% COMPACTION 6" MAX. LAYERS TO ACHIEVE 98% COMPACTION SPRING LINE 4" MIN.12"MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION HAUNCHING ZONE 6. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 7. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL (WITHIN 12" OF TOP OF PIPE). 8. THOROUGHLY WORK IN AND TAMP THE BEDDING MATERIAL IN THE HAUNCHING ZONE BEFORE PLACING AND COMPACTING REMAINDER OF BACKFILL. 12"PIPE O.D. 12" TRENCH WIDTH UNDISTURBED SOIL MAINTAIN TRENCH WIDTH 1' ABOVE TOP OF PIPE BEDDING MATERIAL AND BE PLACED TO SPRING LINE OF PIPE. 3. BACKFILL MATERIAL SHALL BE FREE OF MUCK, STUMPS, ROOTS, ROCKS OR OTHER MATERIAL UNACCEPTABLE TO ENGINEER. 48" 54" 42" 54" 60" 48" PIPE 30" 36" 24" 36" 42" 30" (IN)DIA. 18"24" W FRONT VIEWVARIES"H"18"MAX.PIP E DI A. SOLID TOP (SEE NOTE #1) OPEN BOTTOM FLOW 24"(MIN.)SIDE VIEW OUT FLOW IN HALF PIPE C.A.P. 3" (MIN.) 24""W "WITH 1/2" MOUNTING HOLES 1/2 ROUND TOP VIEW CORRUGATED 3" x 1/8" FLAT BAR TOP AND SIDES CONTINUOUS WELD THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT EQUAL (1" x 2") SHALL BE INSTALLED ON THE SIDES NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED POLLUTION RETARDANT BAFFLE TO BE FASTENED IN PLACE WITH 3/8"x4" STAINLESS STEEL "RED HEADS", OR APPROVED EQUAL. BAFFLE MUST BE AT LEAST 2' BELOW CONTROL ELEVATION. 5. 3. 2. 4. SHALL BE WELDED TO CLOSE OPENING AT THE TOP. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE NOTES: 1. OPENINGPIPE (SEE NOTE #3) NEOPRENE NEOPRENE GASKET (SEE NOTE #3) 21"15" 30"21"AND TOP OF ALL BAFFLES. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION CATCH BASIN (SEE EXFILTRATION TRENCH DETAIL). RETARDANT BAFFLE AT EACH CONNECTION POINT TO A 6" MIN. 6.FIBERGLASS BAFFLES ARE NOT PERMITTED. SEE NOTE 2.6"MAX.MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO 7. MATCH HOLES IN FLAT BARS. SEE NOTE 7. 48" 54" 42" 54" 60" 48" PIPE 30" 36" 24" 36" 42" 30" (IN)DIA. 18"24" W 14 14 14 (IN) 14 14 16 (GAUGE) 16 T H (IN) 42" 24" 36" 60" 54" 66" 48" W 21"15"1621"VARIES 30"21"1630" VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES 1 2 2. 1.RECTANGULAR STRUCTURE ROUND STRUCTURE ALUMINUM PIPE TYP. GASKET TYP. RECTANGULAR STRUCTURE 180 TOP VIEW ROUND STRUCTURE"W "1210'-8" Ø 9'-4" Ø 8'-4" Ø 7'-4" Ø 6'-4" Ø STANDARD HOOKS TIED UNDER BASE STEEL HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES VARIES8"5'-0" Ø 8'-0" Ø 10" 7'-0" Ø 6'-0" Ø 8" 8" 4' ROUND CB TYPE 4'-0" Ø "A" 8" "B"'C'# 5 @ 12" C.C.E.W.8"# 5 @ 12" C.C.E.W. @ 12" C.C. VERT 2- W.W.M. w/ # 410" 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. SECTION A-A 8" "C" # 4 @ 12" C.C.E.W. "D"12" MIN.# 4 @ 12" C.C.E.W. 'E' "E" 'B' U.S.FOUNDRY FRAME & GRATE NO. 4155-6209 (OR APPROVED EQUAL) RIM. ELEV.= (SEE PLAN)'C''B''A' PLAN 'D' 5'-4" Ø 8'-4" Ø 9'-8" Ø 6'-4" Ø 7'-4" Ø 8"5'-0" Ø 6'-0" Ø 8'-0" Ø 7'-0" Ø 10" 8" 8" "F"TYPE'C'4'-0" Ø "A""C" 8" 'A' 'G' # 5 @ 8" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 4 @ 6" C.C.E.W. "G""H" 'H' ADDITIONAL REINFORCING BARS - SIZE "H" 'F' GROUT AA SECTION A-A PLAN PLAN STANDARD HOOKS TIED UNDER BASE STEEL HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES 'E' 'D' ADDITIONAL REINFORCING BARS - SIZE "H" GROUT U.S. FOUNDRY RING AND COVER, DRAWING No. 420-C (OR APPROVED EQUAL) A A 12" MIN.VARIES'F' 8" 8" 8" 8" 10" "C" 8"5' MH 5'-0" Ø 6' MH 7' MH 8' MH 8'-0" Ø 7'-0" Ø 6'-0" Ø 10" 8" 8" 4' MH TYPE 4'-0" Ø "A""B" 8"'C'7'-4" Ø5 @ 12" C.C.E.W.5 @ 12" C.C.E.W. 5 @ 12" C.C.E.W. 5 @ 12" C.C.E.W. @ 12" C.C. VERT 2- W.W.M. w/ 4 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 10'-8" Ø 9'-4" Ø 8'-4" Ø SECTION A-A 4 @ 12" C.C.E.W. "D" 4 @ 12" C.C.E.W. "E" 6'-4" Ø "F" 'B''C''A''B' 'G' 'H' 6'-0" Ø 8"7'-4" Ø 7'-0" Ø 8'-0" Ø 10" 8" 9'-8" Ø 8'-4" Ø "A" 4'-0" Ø 5'-0" Ø TYPE'C'SECTION A-A 8" 8" "C" 6'-4" Ø 5'-4" Ø "G" 'A' 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 8" C.C.E.W. 4 @ 6" C.C.E.W. "H"24' DIAMETE R PLAN PRECAST CIRCULAR CATCH BASIN DETAIL NOT TO SCALE TRENCH DETAIL NOT TO SCALE POLLUTION RETARDANT BAFFLE DETAIL NOT TO SCALE PRECAST CIRCULAR MANHOLE DETAIL NOT TO SCALE 6"18"6"6" 8" FDOT TYPE 'D' CURB NOT TO SCALE (PER FDOT INDEX #300) FDOT TYPE "F" CURB & GUTTER NOT TO SCALE ONE-WAY CLEAN-OUT DETAIL NOT TO SCALE TWO-WAY CLEAN-OUT DETAIL (USE WITHIN 5' OF BUILDING ONLY) NOT TO SCALE 5' MH 6' MH 7' MH 8' MH 4' MH 5' ROUND CB 6' ROUND CB 7' ROUND CB 8' ROUND CB 4' ROUND CB 5' ROUND CB 6' ROUND CB 7' ROUND CB 8' ROUND CB WAWA UTILITY DETAILS FLOWFLOWFLOWFLOW 8"8" VARIES VARIES 24"24" 3" 6"44"1" 2" 6" 6" 6"47"4" 6" 8"8"38"39"61"MIN. 3/4" GAP PIPE TO BE CUT 1" ABOVE GRADE WAWA DRAINAGE DETAILS MINIMUM 12" HDPE N-12 W.T. 12"MIN (TYP) 12"MIN (TYP) 4" CONCRETE MINIMUM BACKFLOW PREVENTER PER JURISDICTIONAL REQUIREMENTS NTS GREASE TRAP DETAIL CLEAN OUT DETAIL NTS ROOF DRAIN CONNECTION DETAIL NTS ROOF DRAIN MANIFOLD DETAIL FIRE LINE BACKFLOW PREVENTER PAD DETAIL 24" x 24" 4000 PSI CONCRETE PAD TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN 24" x 24" 4000 PSI CONCRETE PAD TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN 4" DOWN SPOUT 6" WHITE PVC OR AS SHOWN ON PLAN HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) 24" CAST IRON COVER BOLTED (TYP.) PROVIDE BUTYL RUBBER SEALANT BETWEEN CASTING AND RISER (TYP.) HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) 24" CAST IRON COVER BOLTED (TYP.) FINISHED GRADE WATER TIGHT GASKET 2 COATS APPROPRIATE INERT COATING WATER TIGHT GASKET CAST IN PLACE COUPLING 8" AASHTO #57 STONE BEDDING 12"MIN(TYP)REV. JULY 28, 2016 NOTES: 1. ENGINEER TO SPECIFY ACTUAL PIPE SIZE PER HYDRAULIC CALCULATIONS. 2. SITE CONTRACTOR TO BUILD LINES TO INDIVIDUAL WYE FITTINGS. 3. PLANTER DRAINS ARE TO CONNECT TO MANIFOLD. FINISHED GRADE FINISHED GRADE ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. REV. JULY 25, 2018 SANITARY TEE 15% OF D 1) WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDITIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 3) GREASE TRAP SHALL BE PROVIDED WITH GAS-TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD SPECIFICATIONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPOXY. 6) SPECIFIC SEALANT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KENT SEAL #2 OR APPROVED EQUIVALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON-SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DETAIL. 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EQUIVALENT) SEALANT. 9) MAXIMUM EARTH COVER=5.0', HS-20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6" FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION. TANK IS 5000 PSI CONCRETE-STEEL REINFORCED (@ 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2, ASTM A615 AND A185 NOTES: -DIMENSION: 10'7" INTERIOR/ 11'7" EXTERIOR LENGTH x 5'2" INTERIOR/ 6'2"" EXTERIOR WIDTH NOTE: 1250 GALLON (2 COMPARTMENT) TANK NOTE: TAMPER SWITCH TO MEET LOCAL JURISDICTION. CONTRACTOR TO PROVIDE CONDUIT TO BUILDING FOR TAMPER SWITCH AND B.A.S. FLOW MINIMUM 6" HDPE N-12 W.T. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND QUANTITY OF ROOF LEADERS OVERHANG LEADERS ROOF LEADERS MINIMUM 8" HDPE N-12 W.T. NTS NTS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-903 CONSTRUCTION DETAILS T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" STU1 STN1 STN2 STU2 T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" STU1 STN1 STN2 STU2 P1 T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" 26'- 8" x 20'- 8" CARDBOARD RECYCLING CONTAINER MPT TRASH COMPACTOR 6" CONC. PAD W/ 6" STONE BASE. SLOPE: 1% 26'-8" (O.A. FOUNDATION)20'-8"10'-0"6" BOLLARD TYP. CANE BOLT RECEIVER SLEEVE, TYP.2'-0"POWERWASH HBLIGHT LIGHT TC DISC SLOPE: MIN. 1%8' X 10' SHED 7"12'-4"10"12'-4"7" 12'-0" CLEAR12'-0" CLEAR 120° 12 0 °120°12 0 ° TC DISC TC CONTROLS / SONOZAIRE FLSQ17 8"4'-0"N.T.SA10 2 FRONT ELEVATION N.T.SA10 3 RIGHT ELEVATION N.T.SA10 4 REAR ELEVATION TRASH COMPOUND PLAN & ELEVATIONS WAWA PAVEMENT DETAILS STANDARD DUTY ASPHALT PAVEMENT OPTIONS: SELECT ONE. TO BE DETERMINED BY SITE GEOTECHNICAL ENGINEER ISOLATION JOINT DETAIL CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL 1/4" MAX. NOTE: SEE ARCHITECT SPECIFICATIONS FOR COMPLETE CONCRETE DETAILS. VARIES (SEE PLANS) CONTRACTION JOINTS NOTE: TO BE CONSTRUCTED PER FDOT INDEX 310 & FDOT SPECIFICATIONS (SECTION 350) NOTE: EXPANSION JOINTS TO BE SPACED AT A MAX. OF 30'. 2" TROWEL EDGE (TYP. BOTH SIDES) (ONLY WHERE CALLED OUT IN PLANS) CONTRACTION JOINTS EXPANSION JOINTS SIDEWALK 24"6" VARIES ASHPALT DRIVE AISLE LANDSCAPE PLANTER SECTION WAWA PLANTER DETAILS 8" CURB CONCRETE PARKING 8" CURBVARIES LANDSCAPE PLANTER TRUCK LOADING SECTION 18.5'18" PLAN 18" 6" AT CENTER 5" MIN. 7" MAX TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR MIN 2" HEAVY DUTY CONCRETE MIN 8" HD CONCRETE STABILIZED WITH LIMEROCK PER GEOTECH REQUIREMENTS FOR HEAVY DUTY CONCRETE #5 REBAR 2" 12" NTS CORNER ISLAND LANDSCAPE DETAIL PARKING ISLAND LANDSCAPE DETAIL PLANTER BOX DRAINAGE DETAIL NTS CONCRETE SIDEWALK TYPICAL CROSS SECTION STANDARD DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION PARKING AT BUILDING & AIR PUMP PARKING SPACES HEAVY DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION CONCRETE JOINT DETAILS ASPHALT TO CONCRETE TRANSITION DETAIL STANDARD DUTY ASPHALT PAVEMENT TYPICAL CROSS SECTION CONCRETE CROSSWALK DETAIL STAMPED CONCRETE DETAIL JOINT LAYOUT DETAIL PUMP ISLAND GRADING DETAIL SIDEWALK DETAILS WAWA TYPE B1 CURB PATTERN: "ASHLAR" CONCRETE FLUSH SIDEWALK WITH PARKING SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA WAWA TYPE B1 CURB4" STAMPED CONCRETE ASPHALT DRIVE AISLE TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA WAWA TYPE B1 CURBWAWA TYPE B1 CURB 12" HOLE THROUGH CONCRETE AT CENTER OF BOX SIDEWALK1 8 " HAND TOOLED CONTRACTION JOINT 1 8 " RADIUS (TYP.) 1 8 " RADIUS (TYP.) POURED JOINT SEALER SIDEWALK 1 2 " PREMOLDED ASPHALT IMPREGNATED JOINT FILLER 1 2 " RADIUS ON ALL EDGES 1 2" NEOPRENE JOINT ASPHALT IMPREGNATED (ADJACENT CURBING & BUILDING - SEE PLANS) SEE CONCRETE SIDEWALK TYPICAL CROSS SECTION 4" CONCRETE (MIN 3500 PSI) WITH FIBER REINFORCEMENT 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 6" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 8" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 (CONTRACTOR TO EXCAVATE AS REQUIRED AND REPLACE WITH BACKFILL AS SPECIFIED ON PLANS) 1 2 " SEALTIGHT SNAP CAP (REMOVE AND FILL WITH FUEL-RESISTANT CAULK 1 2 " ASPHALT IMPREGNATED OR RUBBER EXPANSION MATERIAL CONCRETE SLAB ON GRADE PLATE DOWEL (TYP.) (W/ FORM, SPACING AS RECOMMENDED) T/4 DEEP SAW CUT JOINT(FILL W/ FUEL RESISTANT CAULK SEE APPROPRIATE CONCRETE SECTION ABOVESEE APPROPRIATE ASPHALT SECTION BELOW 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 CONTROL JOINT AT CENTER LINE OF PARKING STALLS PARALLEL TO SIDEWALK/PARKING INTERFACE CONTROL JOINT - SPACING TO BE 15' MAX. ASPHALT TO CONCRETE TRANSITION SEE PETROLEUM PLANS FOR PUMP ISLAND DETAILS CONCRETE 11 2"FDOT SP 9.5 TL-B ASPHALT 11 2"FDOT SP 9.5 TL-B ASPHALT 8" BASE MIN LBR-10012" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 8" BASE MIN LBR-100 1 3 4" ASPHALT CONCRETE, FDOT SP 12.5 TL-B 5' ADA (STRIPED) 2' STAMPED CONCRETE 2' STAMPED CONCRETE CONCRETE PARKING 12"12" REV. JULY 28, 2016 NOTES: REV. JULY 28, 2016 NOTE: TO BE CONSTRUCTED PER FDOT SPECIFICATIONS (SECTIONS 330, 351, 200, & 160), GEOTECHNICAL ENGINEERING REPORT, AND WAWA SPECIFICATIONS FOR SANDY AND GRAVEL SUB-GRADES CAPABLE OF ACHIEVING A LBR OF 10 OR GREATER (SN OF 2.60) FOR CLAY AND SILTY SUB-GRADES CAPABLE OF ACHIEVING A LBR VALUE OF 6 TO 10 (SN OF 3.04) FOR SUB-GRADES CAPABLE OF ACHIEVING A LBR OF LESS THAN 6 (SN OF 3.30) SUBGRADE WITH LESS THAN 6.0 LBR WILL REQUIRE A SPECIFIC SUBBASE AND PAVEMENT DESIGN. BASE: 1.FDOT SHELL ROCK, BANK RUN SHELL, LIMEROCK, CRUSHED CONCRETE OR CEMENT COQUINA BASE. LBR-100 2.BASE TO MEET LOCAL, FDOT, GEOTECHNICAL REPORT & WAWA SPECIFICATIONS NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORTNOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING CANOPY COLUMNS, BOLLARDS ETC. NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. 1 1/2 " MIN. 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) 1. SEE PAVEMENT SECTION FOR PAVEMENT DETAILS TO BE STANDARD DUTY CONCRETE IN NON-VEHICULAR AREAS. TO MEET CONCRETE CROSSWALK DETAIL FOR CROSSWALKS IF APPLICABLE. 2. FINAL COLOR TO BE COORDINATED WITH WAWA PRIOR TO INSTALLATION. 3. THE STAMPED CONCRETE FIELD IS "ASHLAR" PATTERN. USE INCRETE COLOR-INTEGRATED CONCRETE "DESERT TAN" WITH THE FOLLOWING STEP-BY-STEP TREATMENT: A. 100% BROADCAST DRY SHAKE HARDENER "DESERT TAN", FOLLOWED BY: B. 30%-35% BROADCAST DRY SHAKE HARDENER "COCOA", THEN HARD TROWEL. C. USE RELEASE POWDER "PEACH" IN MOLD. KEEP SOME OF THE COLOR IN GROUT JOINTS AND HIGHLIGHTS. D. USE PENETRATING, NON-GLOSSY SEALER SUCH AS CLEAR SEAL BY INCRETE SYSTEMS 2' 2' 5' (ADA PATH) 4" YELLOW WAWA TYPE B1 CURB SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) ASPHALT DRIVE AISLE CONCRETE PARKING CONCRETE PARKING PLAN MIN 6' (ADA PATH) 12" WHITE APPROX. LOCATION OF ADA PATH NOTE: PLANTER DRAINS TO CONNECT TO ROOF DRAIN MANIFOLD. SEE DETAIL. 18"SEE PLAN6" OR 8"(PER PLAN)CONCRETE SLAB ON GRADE "T" SEE PLANS"T"/4 CONCRETE SLAB ON GRADE NTS NTS NTS NTS NTS NTS NTS NTSNTS NTS NTSNTS 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR STAMPING OPTION TO BE DTERMINED BY CIVIL ENGINEER & WAWA NOT STAMPED/ COLORIZED STAMPED, SEE DETAIL FOR PATTERN & COLOR ISOLATION JOINT AT BUILDING PERIMETER (SEE DETAILS) CONSTRUCTION JOINT AT SIDEWALK/PARKING INTERFACE (SEE DETAILS) CANOPY AREA, LOADING ZONE, DUMPSTER APRON & TANK FIELD AREA CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-902 CONSTRUCTION DETAILS $200.00 FINE PARKING BY DISABLED PERMIT ONLY F.S. 318.18 12" PARKING AIR PUMP 60" ABOVEONLY PARKING SURFACEWAWA SIGNAGE/STRIPING DETAILS HANDICAP BLUE12'5'WHITE6" 6"WHITEBLUE6" 6" 6" 6" 2"2"2"BLUEWHITE18"8" WAWA CURB DETAILS RAMP WIDTH VARIES CURB DIRECTION OF TRAVEL0.4" 0.9" "AIR PUMP PARKING ONLY" SIGN 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS A 11'4' 6"10'5'20'-6"20'-0"4'3'4'3' EMERGENCY FUEL PUMP SHUT-OFF 32" 24" MAX SIDE ELEVATIONFRONT ELEVATION CURB PLAN VIEW 6"3''6"4' 11"8.5"32"3'4'17"9.75" 15.37"44.29"10"16.5"24"8"8"34.35"WAWA GENERAL DETAILS NTS (TOP OF PIPE) 5' MIN VARIES 3"33"3'-3"3'-0"10 3/4"1'-6" 2'-11 1/2" AUGER BORE 18" 9" VARIES BITUMINOUS AREAS CONCRETE AREAS LANDSCAPED AREAS AUGER BORE AUGER BORE GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS LANDSCAPEDBITUMINOUSA4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 4" YELLOW 4" YELLOW NTS NTS NTS NTS NTS LIGHT POLE WITH STANDARD ANCHORING DETAIL NTS BOLLARD SPACING/DIMENSION DETAIL NTS AIR PARKING SPACE DETAIL NTS STANDARD BICYCLE RACK DETAIL NTS ADA DETECTABLE CURB WARNING DETAIL NTSNTS NTS AIR PUMP STAND WAWA TYPE B1 CURB WAWA TYPE F1 CURB AIR PARKING SIGN HANDICAP PARKING SIGN HANDICAP STRIPING DETAIL BOLLARD DETAIL EMERGENCY PUMP SHUTOFF DETAIL HANDICAP PARKING SIGN (SEE DETAIL) H.C. PAVEMENT SYMBOL (TYP.) FASTENED WITH ACORN NUT (TYP) GALVANIZED BREAKAWAY STEEL U POST FASTENED WITH ACORN NUT LEGEND AND BORDER - RED BACKGROUND - WHITE SIGN SHALL BE R7-8 (12" X 18") GALVANIZED BREAKAWAY STEEL U POST CONCRETE PAVEMENT JOINT SEAL 1 2 " EXP. JOINT AND PREFORMED JOINT FILLER ALL STD STRIPE TO BE YELLOW 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH TOPSOIL 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 4" TOPSOIL CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED SUBGRADE PEA GRAVEL 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT 1" BELOW FINISHED SIDEWALK ELEVATION CONCRETE & SUBBASE VARYING THICKNESS SUBGRADE PEA GRAVEL CENTER OF BOLLARD 9" MIN. FROM EDGE OF POUR FACE OF SIDEWALK ADJACENT SURFANCE CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED PEA GRAVEL SUBGRADE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH FINISH BITUMINOUS ELEVATION CONDUIT AS REQUIRED 24"Ø SONO TUBE WITH 4 - 6" BARS, VERT. CONCRETE CURB NOTE: PROVIDE 6" IDEALSHIELD (WHITE) BOLLARD @ SITE LIGHT @ PARKING SPACED AS DIRECTED BY WAWA PROJECT ENGINEER.ANCHOR BOLTS #4 TIES @ 6" O.C. MAX.; PROVIDE 4 - #4 TIES @ 3" O.C. AT TOP OF PIER 10" SCH. 40 PVC SLEEVE CONCRETE ENCASEMENT CUT 1" BELOW FINISHED SIDEWALK ELEVATION 1 2 " BELOW FINISH INTO SEALANT 1" SIKAFLEC 1C SL SEALANT 3" NON SHRINK GROUT PEA GRAVEL 6" SCH. 80 STEEL PIPE PEA GRAVEL BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 10" SCH. 40 PVC SLEEVE COVER EMBEDDED 1 2 " INTO SEALANT 1" SIKAFLEC 1C SL SEALANT 4" TOPSOIL CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 3" NON SHRINK GROUT PVC SLEEVE CUT FLUSH WITH FINISH ELEVATION OF BITUMINOUS/TOPSOIL WHITE VINYL CAP STAINLESS BOLTS (TYP.) 10" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS EMERGENCY PUMP SHUTOFF BUTTON 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT T.O.C. 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE SLOPE TOWARDS ASPHALT 10" PVC SLEEVE 6" BOLLARD W/ COVER BOLLARD (TYP.) (SEE DETAIL) ADA CONSTRAINED DIMENSION 10" MAX BOLLARD (TYP.) (SEE DETAIL) ASPHALT CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB FASTENED WITH ACORN NUT FRONT ELEVATION PLAN VIEW BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH 50' MINR20' MIN OR AS DEEMED NECESSARY TO ACCOMODATE ANTICIPATED CONSTR. VEHICLE USAGE. 12' MIN B BDITCH MATCH EXIST. GRADE EXISTING PAVED ROADWAYCONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE TEMPORARY PIPE CULVERT AS NEEDED WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC PLAN VIEW NOTES: 1. CONTRACTOR TO PROVIDE A MINIMUM OF 1 STABILIZED ENTRANCE. 2. ALL OTHER STATE AND LOCAL JURISDICTION TO BE CONTRACTED AND ADHERED TO. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW EROSION CONTROL DETAILS HANDHOLE W/ COVER MIN. 1 2"Ø X 15" L FINISH GRADE PHOTO CONTROLTOP COVER REV. JUNE 19, 2017 NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REV. JULY 26, 2017 NOTES: NOTE: ALL SIGNS TO USE ACORN BOLTS. STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT STANDARD INDEX 17346 NOTE: ALL SIGNS TO USE ACORN BOLTS. 6" WHITE STRIPE SPACED 3.5' APART NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND LOCAL SPECIFICATIONS. ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. MADE OF ROLLED ALUMINUM: STANDARD LENGTHS: STANDARD HEIGHT: INSTALLATION OPTIONS: FINISHING OPTIONS: MANUFACTURED BY: 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. 60" SECTION FITS UP TO 5 BIKES 46" SURFACE MOUNT STANDARD CLEAR ANODIZED IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 6" MAX. TYP.VERIFY WITH ARCH.PREMIUM POLES: 3 HANDICAP SPACE CONFIGURATION 2 HANDICAP SPACE CONFIGURATION 1 HANDICAP SPACE CONFIGURATION STANDARD SPACING NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. CONCRETE PAD 48"W X 36"D X 6"H EXCEL AIR MACHINE MODEL #SC05 REV. JULY 28, 2016 REV. JULY 28, 2016 IF PROJECT SITE LOCATED WITHIN THE FOLLOWING FLORIDA COUNTIES, THEN THE PREMIUM 0.188 MILL LIGHT POLE WILL BE REQUIRED: SARASOTA CHARLOTTE LEE COLLIER MONROE DADE BROWARD PALM BEACH MARTIN ST. LUCIE BREVARD SIGNAGE AND STRIPING NOTES: 1. ALL STANDARD PARKING STRIPES ARE TO BE 4" YELLOW 2. ARROWS SHOWN IN DRIVE AISLES ARE FOR INFORMATION ONLY AND SHALL NOT BE PAINTED. NOTE: THIS DETAIL IS NOT CERTIFIED. FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL ENGINEER. PLACEMENT: POLE SHALL BE PLACED AT PARKING STRIPE AT HEAD OF SPACE. 5'-0" TYP. BELOW GRADE (MAYBE 4'-0" FOR SOIL W/ SOIL COHESION ~n 125 PSF LAMP FINISH GRADE 5.5'5.5' 0.2" STABILIZED CONSTRUCTION ENTRANCE / EXIT (TYPE 1)2.35"24"2.35"6"1'-0" MIN. 3'-0" MIN. 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORD. NO. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE 60" ABOVE THE FINISHED GRADE TO THE BOTTOM OF THE SIGN. ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. SIGN POST TO BE GALVANIZED BREAKAWAY STEEL U POST. 8. SIGN TO BE FASTENED TO POST WITH ACORN NUT.46"MAX40"NTS BOLLARD. SEE SEPARATE DETAIL. 10'5'12' 10'5'12' 5' TYP 10'5'12' 10'10' 5.5' 4' 5.5' 4' 4' 5.5' 4' 5' TYP 5' TYP 5' TYP 60° R 3 4"3"6"12" R2"R3"6"6"7"8" 18" 18"48"42"53.5" 12" 8.5" 20" 4"6"18"24"18" *NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. * VAN ACCESSIBLE 6"18"TRASH COMPOUND 21 10'NTS DUMPSTER CONCRETE APRON HEAVY DUTY CONCRETE PAVEMENT DUMPSTER AREA SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-901 CONSTRUCTION DETAILS EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEMETERWV WVWV SCALE NTS SECTION A-A ME ± 27.60 28.50 1.0% MIN.5.0% MAX. 9.5' 18'PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.50 28.88 26.00 28.00 ME ± 27.50 PROPERTY LINEPROPERTY LINE EX SIDEWALK 0.5% MIN.3% M A X . 3% MA X. SCALE NTS SECTION B-B PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.57 27.70 ME ± 27.90 PROPERTY LINE EX SIDEWALK SCALE NTS SECTION C-C 27.95 28.00 24' 10' PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.12 27.80 ME ± 28.50 PROPERTY LINE EX SIDEWALK SECTION D-D 28.50 28.00 11' SCALE NTS 4.0% MAX ME ± 28.40 PROP. WAWA TYPE "F1" CURB 29.40 29.20 2' PROPERTY LINE SCALE NTS SECTION E-E PROP. WAWA TYPE "F1" CURB 29.00 SECTION F-F SCALE NTS 29.38 ME ± 28.5029.45 27.50 28.00 6' SIDEWALK 11'PROPERTY LINE2% MAX CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057GP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGGP0 C-801 CROSS SECTIONS A-A B-BC-CD-DE-E F-F CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057IP0.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSP0 C-704 PHOTOMETRIC DETAILS 14 17 21 20 23 25 23 23 23 24 26 23 23 25 24 25 24 24 25 24 24 24 24 25 24 24 25 24 25 23 24 26 24 23 23 23 25 23 20 20 17 14 17 17 23 20 26 31 27 28 28 27 31 28 22 28 27 32 28 23 29 24 29 29 24 29 23 28 32 27 28 22 28 32 27 28 28 27 31 26 20 23 18 17 20 25 26 30 35 37 36 31 32 36 37 36 32 32 35 37 37 32 26 32 37 37 32 26 32 37 37 35 32 32 37 37 36 32 32 36 36 35 30 26 26 20 19 22 25 30 32 34 32 31 32 33 35 33 32 31 32 35 34 32 24 33 34 34 33 24 32 34 35 32 31 32 33 35 33 32 32 32 35 32 30 25 22 19 19 25 23 31 33 34 34 33 33 35 35 35 33 29 35 35 35 35 30 35 35 35 35 30 35 35 35 35 29 34 35 35 35 33 33 34 34 33 32 23 25 19 15 19 23 23 27 27 28 28 28 28 28 28 26 28 28 28 28 26 28 28 28 28 28 28 26 28 28 28 28 26 28 28 28 28 28 28 27 27 23 23 20 16 4.0 3.7 3.3 2.8 2.9 2.7 2.6 2.6 5.0 3.7 1.7 2.6 4.4 5.3 4.0 3.3 1.2 1.7 2.0 3.0 4.8 5.4 4.4 3.9 1.5 1.6 1.8 1.9 2.2 3.2 5.0 5.6 5.1 4.7 3.6 3.3 3.9 1.7 2.0 2.2 2.2 2.4 3.4 4.9 5.8 5.1 4.3 3.9 3.7 3.7 2.3 2.4 2.6 2.6 2.9 3.8 5.0 5.8 4.4 3.4 3.3 3.1 3.0 2.8 2.6 2.8 2.8 3.3 4.4 5.3 4.9 3.8 2.9 2.7 2.6 2.5 3.2 3.2 3.3 3.4 3.7 4.3 4.8 3.4 2.8 2.4 2.5 2.4 2.2 4.1 3.6 3.5 3.8 4.4 4.1 3.8 2.5 2.0 1.9 2.0 1.9 1.7 3.9 3.2 2.9 3.4 4.0 3.2 3.0 1.9 1.7 1.7 1.7 1.6 1.5 1.5 1.4 2.7 3.2 3.3 3.3 3.2 2.9 2.6 2.2 1.7 1.4 1.3 2.1 2.6 2.9 3.5 3.8 3.5 2.8 2.1 1.7 1.4 1.3 2.1 2.7 3.5 4.0 3.9 3.4 2.4 1.9 1.6 1.4 1.4 3.4 4.5 4.2 3.2 2.7 2.2 1.8 1.6 2.8 3.5 3.8 3.0 2.5 2.2 1.9 2.9 3.6 3.1 2.6 2.4 2.0 3.4 3.8 3.0 2.5 2.3 1.9 4.6 4.1 3.1 2.6 2.1 1.8 3.7 4.1 3.8 3.2 2.3 1.7 1.3 1.4 1.2 1.0 2.0 3.2 4.3 3.5 3.5 4.1 4.0 2.7 2.0 1.6 1.5 1.6 2.2 2.9 4.2 3.8 3.4 3.5 4.2 3.0 1.9 1.6 2.3 3.3 3.8 4.9 5.2 4.2 3.9 3.3 2.8 2.5 2.3 2.6 3.0 3.4 4.0 4.5 5.4 4.7 3.6 3.2 2.4 1.6 1.1 1.1 2.0 3.1 4.5 5.7 6.8 7.2 6.6 5.8 5.3 5.1 5.1 5.0 5.1 5.2 5.3 6.0 6.6 7.2 6.8 5.8 4.7 3.5 2.6 1.7 1.6 3.6 2.3 2.9 5.8 3.2 6.6 6.6 5.8 4.4 4.1 4.8 5.4 5.7 6.0 6.1 6.1 6.1 6.0 6.1 6.1 6.2 6.2 6.1 6.1 6.0 5.9 5.9 5.7 5.2 4.3 3.7 3.2 3.4 2.7 3.2 1.8 1.5 1.7 1.9 2.1 2.1 2.2 2.0 2.0 2.2 2.2 2.2 2.2 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.8 1.7 2.7 2.3 2.4 1.2 0.9 1.0 1.6 1.7 1.7 1.4 1.6 1.8 1.8 1.8 1.6 1.3 1.2 1.1 1.2 1.3 1.2 2.0 1.9 0.8 0.9 1.1 1.5 1.6 2.9 2.3 1.5 0.8 1.1 1.9 3.0 3.5 3.3 3.5 2.6 3.0 0.8 1.1 1.7 2.9 4.0 3.3 4.5 3.6 2.6 0.8 1.2 1.8 2.4 3.6 3.0 4.5 3.7 2.6 0.8 1.3 1.8 2.4 3.6 3.2 4.5 3.8 2.6 0.8 1.3 1.8 3.0 4.1 3.2 4.3 3.5 4.0 1.6 1.4 2.2 3.1 3.7 3.6 3.3 2.9 1.7 1.5 2.1 2.4 2.7 2.9 2.6 5.1 3.1 1.9 1.5 2.2 3.2 3.8 3.5 1.5 1.7 1.4 1.9 2.9 1.0 1.1 1.1 1.3 1.4 1.4 1.5 2.0 2.5 2.3 2.2 1.5 2.0 2.5 3.6 3.0 1.1 1.4 1.2 1.3 1.3 1.3 1.2 1.2 1.3 1.4 1.6 1.5 1.4 1.3 1.5 1.9 2.4 3.5 3.1 2.0 3.0 2.8 2.4 1.9 1.3 1.4 1.5 1.5 1.6 1.7 1.6 1.6 1.4 1.3 1.8 2.9 3.9 3.0 1.7 2.6 2.0 2.2 2.1 2.2 2.4 1.4 1.3 1.9 2.8 1.9 3.5 3.6 2.8 2.8 3.9 3.0 2.1 3.5 4.4 3.6 4.0 3.6 3.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.2 1.3 1.1 0.9 0.8 0.7 0.8 1.1 1.3 1.3 1.2 0.8 1.1 1.2 1.2 0.9 0.6 0.4 0.3 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 1.2 0.7 0.5 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.0 0.8 0.3 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.3 0.4 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.4 1.8 1.3 0.9 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.1 0.4 2.7 1.9 1.6 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.7 0.9 1.0 1.3 2.7 2.9 2.3 2.1 0.7 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.1 1.7 1.5 2.9 2.2 0.7 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.4 2.8 2.8 3.4 1.8 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.6 3.2 3.8 2.0 1.5 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.7 2.7 3.1 2.7 1.8 1.5 1.5 1.1 0.9 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 1.4 2.3 2.4 3.1 1.1 1.3 1.3 1.1 1.2 1.2 1.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.9 1.5 1.7 2.6 2.1 1.6 1.5 0.8 0.6 0.6 0.7 1.1 1.6 1.2 2.4 2.8 3.5 2.8 2.7 1.9 1.2 1.0 0.9 1.8 1.9 1.3 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.2 1.1 0.8 0.7 0.4 0.4 0.4 0.6 1.1 2.2 14.0 7.5 12.5 16.4 2.0 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.4 0.3 0.2 0.2 0.3 0.5 1.1 3.0 1.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.0 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.3 3.3 0.6 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.3 3.5 0.6 0.2 0.1 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 3.4 1.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 3.2 2.2 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.8 3.6 1.9 0.2 0.0 0.0 0.1 0.1 0.1 0.3 0.8 1.9 1.9 1.9 2.3 3.6 2.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.7 2.7 3.6 3.3 2.8 2.7 2.6 2.6 2.4 3.5 2.4 1.6 4.1 3.3 1.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 1.8 1.5 0.6 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 1.2 0.1 0.0 0.0 0.1 0.1 0.1 0.2 1.4 3.3 3.1 1.9 0.1 0.0 0.0 0.1 0.1 0.1 0.8 1.5 1.2 1.4 1.4 0.9 0.1 0.0 0.0 0.1 0.1 0.6 1.9 1.5 1.3 0.5 0.4 0.3 0.1 0.0 0.0 0.1 0.1 1.1 1.6 1.3 2.0 2.9 2.6 2.3 2.5 2.3 2.8 1.1 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.1 1.7 2.8 3.6 2.9 1.7 1.0 0.8 0.6 0.2 0.2 0.2 0.2 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 1.3 2.0 1.8 1.5 1.2 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB 1 B1 3 B5 4 B5 5 B5 6 B5 7 C1 8 C1 9 C1 10 C1 11 C1 12 C1 13 C1 14 C1 15 C1 16 C1 17 C1 18 C1 19 C1 20 C1 21 C1 22 C1 23 C1 24 C1 25 C1 26 C1 27 C1 28 C1 29 C1 30 C1 31 C1 32 C1 33 C1 34 C1 35 C1 36 C1 37 C1 38 C1 39 D1 40 D1 41 D1 42 D1 43 D1 44 D1 45 D1 46 D1 47 D1 48 D1 49 D1 50 D1 51 D1 52 D1 53 D1 54 D1 55 D1 56 D1 57 D1 58 D1 59 D1 60 D1 61 D1 62 D1 63 D1 64 D1 65 D1 66 D1 67 D2 68 D2 69 E4 70 E4 71 S1 72 S1 73 S2 74 S2 75 W1 76 W1 77 W1 78 W1 79 W1 2 B1 EAA F85 F/B (6,119 SF) STATE ROAD NO. 70NW 3rdAVENUENW 2nd STREET NW 2nd AVENUE23 23 25 23 20 20 17 14 28 27 31 26 20 23 18 17 32 36 36 35 30 26 26 20 32 32 35 32 30 25 22 19 33 34 34 33 32 23 25 19 28 28 27 27 23 23 20 16 5.0 3.7 5.3 4.0 3.3 5.4 4.4 3.9 5.6 5.1 4.7 3.6 3.3 3.9 5.8 5.1 4.3 3.9 3.7 3.7 5.8 4.4 3.4 3.3 3.1 3.0 4.9 3.8 2.9 2.7 2.6 2.5 3.4 2.8 2.4 2.5 2.4 2.2 2.5 2.0 1.9 2.0 1.9 1.7 1.9 1.7 1.7 1.7 1.6 1.5 1.5 3.5 4.2 3.0 1.9 4.7 3.6 3.2 2.4 1.6 1.1 6.8 5.8 4.7 3.5 2.6 1.7 3.6 2.3 5.8 3.2 6.6 6.6 5.8 5.9 5.7 5.2 4.3 3.7 3.2 1.8 1.8 1.7 1.7 1.8 1.7 1.1 1.2 1.3 1.2 0.8 0.9 1.1 1.5 1.6 1.5 0.8 1.1 1.9 3.0 3.5 3.3 3.0 0.8 1.1 1.7 2.9 4.0 3.3 2.6 0.8 1.2 1.8 2.4 3.6 3.0 2.6 0.8 1.3 1.8 2.4 3.6 3.2 2.6 0.8 1.3 1.8 3.0 4.1 3.2 4.0 1.6 1.4 2.2 3.1 3.7 3.6 2.9 1.7 1.5 2.1 2.4 2.7 2.9 3.1 1.9 1.5 2.2 3.2 3.8 3.5 1.4 1.9 2.9 2.2 1.5 2.0 2.5 3.6 3.0 1.5 1.4 1.3 1.5 1.9 2.4 3.5 3.1 1.6 1.6 1.4 1.3 1.8 2.9 3.9 3.0 2.2 2.4 1.4 1.3 1.9 2.8 3.9 3.0 3.6 3.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 1.1 1.2 1.2 0.9 0.6 0.4 0.3 0.1 0.2 0.1 0.1 0.1 0.0 1.2 0.7 0.5 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.8 0.3 0.4 0.3 0.2 0.1 0.1 0.0 1.3 0.4 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.4 1.8 1.3 0.9 0.3 0.1 0.1 0.0 0.4 2.7 1.9 1.6 0.5 0.2 0.1 0.0 2.7 2.9 2.3 2.1 0.7 0.2 0.1 0.0 2.9 2.2 0.7 0.2 0.1 0.0 3.4 1.8 0.6 0.2 0.1 0.0 2.0 1.5 0.6 0.2 0.1 0.0 1.5 1.5 1.1 0.9 0.5 0.2 0.1 0.0 1.1 1.2 1.2 1.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.9 1.8 1.9 1.3 0.4 0.2 0.2 0.1 0.1 0.1 0.0 16.4 2.0 0.2 0.1 0.1 0.1 0.1 0.0 1.2 0.2 0.1 0.1 0.1 0.0 0.6 0.2 0.1 0.1 0.0 0.6 0.2 0.1 0.0 1.3 0.1 0.1 0.0 2.2 0.2 0.1 0.0 3.6 1.9 0.2 0.0 3.6 2.1 0.1 0.1 0.0 3.5 2.4 1.6 4.1 3.3 1.2 0.1 0.1 0.0 1.8 1.5 0.6 0.1 0.1 0.0 0.6 0.1 0.1 0.0 1.2 0.1 0.0 3.3 3.1 1.9 0.1 0.0 1.2 1.4 1.4 0.9 0.1 0.0 1.3 0.5 0.4 0.3 0.1 0.0 2.3 2.8 1.1 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.2 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 D1 9 47 D1 9 48 D1 9 49 D1 9 50 D1 9 51 D1 9 52 D1 9 53 D1 9 54 D1 9 55 D1 9 56 D1 9 57 D1 9 58 D1 9 59 D1 9 60 D1 9 61 D1 9 62 D1 9 63 D1 9 64 D1 13.5 65 D1 9 66 D1 9 67 D2 13.5 68 D2 13.5 69 E4 20.5 70 E4 20.5 71 S1 9 72 S1 9 73 S2 8.5 74 S2 8.5 75 W1 15 76 W1 15 77 W1 15 78 W1 15 79 W1 15 LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 2 B1 SINGLE 12678 1.010 B3-U0-G2 134 268 Cree Inc.ARE-EDG-4M-DA-06-E-UL-WH-700-57K 4 B5 SINGLE 10794 1.010 B1-U0-G2 133 532 CREE, INC.ARE-EDG-4MB-DA-08-E-UL-WH-525-57K 32 C1 SINGLE 8924 1.010 B3-U0-G1 92 2944 CREE, INC.CAN-304-SL-RD-04-E-UL-WH-700-57K 28 D1 SINGLE 1652 1.010 B2-U0-G0 27.2 761.6 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF 2 D2 SINGLE 880 1.000 B1-U0-G0 19.5 39 USA ILLUMINATION DL2 3230-10-2-LRTA4-8320-C1-30-NC-120V-W 2 E4 SINGLE 8402 1.010 B1-U0-G2 131.9 263.8 CREE, INC.ARE-EDG-2MB-DM-06-E-UL-WH-700-57K 2 S1 SINGLE 2011 1.000 B0-U5-G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT S9131-L23-35K-BS 2 S2 SINGLE 2011 1.000 B0-U5-G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT S9131-L23-35K-BS 5 W1 SINGLE 4210 1.010 B1-U0-G1 43 215 CREE, INC.SEC-EDG-3M-WM-04-E-UL-WH-350-57K LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 B1 20.5 2 B1 20.5 3 B5 20.5 4 B5 20.5 5 B5 20.5 6 B5 20.5 7 C1 18.21 8 C1 18.21 9 C1 18.21 10 C1 18.21 11 C1 18.21 12 C1 18.21 13 C1 18.21 14 C1 18.21 15 C1 18.21 16 C1 16.21 17 C1 16.21 18 C1 18.21 19 C1 18.21 20 C1 18.21 21 C1 18.21 22 C1 18.21 23 C1 16.21 24 C1 16.21 25 C1 16.21 26 C1 16.21 27 C1 16.21 28 C1 16.21 29 C1 16.21 30 C1 16.21 31 C1 16.21 32 C1 16.21 33 C1 16.21 34 C1 16.21 35 C1 18.21 36 C1 18.21 37 C1 16.21 38 C1 16.21 39 D1 9 NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 28.40 37 14 2.03 2.64 DELIVERY 3.08 4.0 2.6 1.18 1.54 ENTRANCES & EXITS 3.03 5.8 1.2 2.53 4.83 PAVED 2.87 7.2 0.8 3.59 9.00 UNDEFINED 0.64 16.4 0.0 N.A.N.A. 1 B1 5 B5 6 B5 16 C1 17 C1 18 C1 19 C1 20 C1 23 C1 40 D1 41 D1 51 D1 53 D1 54 D1 56 D1 NW 2nd AVENUECONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057IP0.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSP0 C-703 PHOTOMETRIC PLAN 1"=30' 0 307.51530 EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) PROP CONSTRUCTION ENTRANCE WITH TWO (2) 10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO SITE, NOT INTO RIGHT OF WAY) PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP)SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OB0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOB0 C-602 PHASE II SOIL EROSION CONTROL PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE SF SF FILTER FABRIC 3' OR MORE12" MIN.8"WOOD 2" x 4" STEEL 1.33 LBS/FT. MIN. OAK 1 1/2" x 1 1/2"15"-18"WOOD 2 1/2" MIN. Ø POST OPTIONS : 6' MAX. (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS CURB INLET PROTECTION DETAIL NOT TO SCALE 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING MAINTENANCE NOTES:POLLUTION PREVENTION NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6.REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) PROP CONSTRUCTION ENTRANCE WITH TWO (2) 10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO SITE, NOT INTO RIGHT OF WAY) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET)SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OA0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOA0 C-601 PHASE I SOIL EROSION CONTROL PLAN 1"=20' 0 2051020 LEGEND: FILTER FABRIC 3' OR MORE12" MIN.8"WOOD 2" x 4" STEEL 1.33 LBS/FT. MIN. OAK 1 1/2" x 1 1/2"15"-18"WOOD 2 1/2" MIN. Ø POST OPTIONS : 6' MAX. (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS CURB INLET PROTECTION DETAIL NOT TO SCALE 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING MAINTENANCE NOTES:POLLUTION PREVENTION NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6.REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE SF SF EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 PROP 40 LF 6" SEWER LATERAL @ 1% MIN SLOPE CO-7 CO-8PROP SEWER MH INV. = 22.53 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN EXISTING GRAVITY SEWER 102 LF @ 0.22% TO REMAIN PROP 4' SEWER MH INV.=22.42 PROP SEWER MH INV.=22.06 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN PROP GRAVITY SEWER 54 LF 12" @ 0.21% PROPOSED GRAVITY SEWER 104 LF 12" @ 0.21% PROP 4' SEWER MH INV.=22.20 PROPOSED GRAVITY SEWER 67 LF 12" @ 0.21% E E E E E E E E E E E E E E E E EEEEEEEEPROPOSED 68 LF 8" C900 WATER MAINTSLSLSL SL SL SL SLSLSLSLSLSLSLSLPROP 230 LF TELECOM WAWA SERVICE CONDUITS 1,250 GAL OIL/ GREASE INTERCEPTOR CO-1CO-3 CO-2 CO-4 CO-6 CO-5 CO-9 CO-10 PROP. 212 LF ELECTRICAL WAWA SERVICE CONDUITS CONTRACTOR TO COORDINATE WITH FPL ON UNDERGROUND POWER RELOCATION AND SERVICE TO PROP TRANSFORMER (DESIGN BY OTHERS)GGGGGGGGGGG G G G G G G G G G G G G G G G G G CO-11 CONNECT 6" SERVICE LATERAL @ INV.=22.07 WITH 6"x12" WYE W W W W S S S S S S S 18'WWWWW W W W W W W S S S S PROP 53 LF 6" SEWER LATERAL @ 1% MIN SLOPE S S S EXISTING GRAVITY SEWER 144 LF @ 0.22% TO REMAIN PROP 55 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 30 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 18 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 36 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 30 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 64 LF 6" SEWER LATERAL @ 1% MIN SLOPE 15'TTTTT T T T T T T T T T T T T T T T TTTT5'5'20'6'9'10'15' SHARED UTILITY EASEMENT 10'10'10'5'PROP. 5' FPU GAS EASEMENT PROP. 409' GAS LINE RELOCATION BY OTHERS (CONTRACTOR TO COORDINATE WITH FPU) 10' FPL EASEMENT TIE INTO EXISTING WATER MAIN WITH PROP 8" C-900 45° BEND PROP 8" C-900 11.25° BEND PROP 8 LF 8" C-900 WATER MAIN WITH 8" G.V. PROP 8" C-900 22.50° BEND, 8 LF 8" C-900 WATER MAIN, & 8" C-900 11.25° BEND 23'PROPOSED 116 LF 8" C-900 WATER MAIN 18' X 23' SHARED UTILITY EASEMENTCC CCC C C C C C C C C C C C C C C C CCCCWATER / SEWER EASEMENT PROP 45 LF 8" C-900 WATER MAIN PROP 8" C-900 45° BENDMETERPROP 8" x 2" SADDLE AND CORP STOP 1.5" METER, 1.5" 90° BEND, & 1.5" BACKFLOW PREVENTER FOR 2" PE POTABLE WATER SERVICE PROP 8" X 6" TEE, 6" 45° BEND, 6" G.V., 14 LF 6" C-900, & F.H. ASSEMBLY WV WWWWWPROP LINE STOP, RESTRAIN EX. 8" CAST IRON 100' WEST @ ALL FITTINGS CONTRACTOR TO VERIFY EAST INLINE VALVE WORKS TO ALLOW FOR ONLY ONE LINE STOP TO BE USED WVWV SSSEEEEEE E E E E E E E ET T TTTTT T T T T T T 20'10'5'5'15'2 0 ' 8 . 9 ' 5 . 5 ' 5 . 6 ' CONTRACTOR TO COORDINATE WITH COMCAST ON EXISTING OH AND UNDERGROUND TELECOM & CABLE/FIBER ON RELOCATION TO UNDERGROUND WITH HANDHOLES AND SERVICE TO SITE (DESIGN BY OTHERS) CONTRACTOR TO VERIFY THIS IS AN INLINE VALVE, THAT IT IS WORKING PROPERLY, AND COORDINATE WITH UTILITY AUTHORITY TCONTRACTOR TO COORDINATE WITH FPL ON UNDERGROUND POWER RELOCATION, 2 LARGE PULL BOXES ARE REQUIRED CONTRACTOR TO COORDINATE WITH COMCAST ON 2 SMALL HAND HOLES FOR RELOCATION OF TELECOM AND TWO LARGE HAND HOLES FOR FIBER-CABLE & TELECOM CONTRACTOR TO COORDINATE WITH FPU ON GAS TIE IN AND JACK AND BORE, REMAINING EX. GAS TO SOUTH AND UNDER THE ROAD TO BE ABONDONED IN PLACE AFTER CONNECTION THAT SERVES RESTAURANT TO THE NORTH WWWWW W W W W W W WPROPOSED 130 LF 1.5" PE POTABLE WATER SERVICE PROP 102 LF 3 4" PVC POTABLE WATER SERVICE TO TRASH ENCLOSURE 1 2 3 6 5 4X X XXXXX X TCONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057UP0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:03 PM LAST SAVED BY: CROGERS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGUP0 C-501 UTILITY PLAN 1"=30' 0 307.51530 WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. SANITARY SEWER NOTES: 1.GENERAL: A.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 2.MATERIALS: A.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. B.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. 3.INSTALLATION: A.PIPE AND FITTINGS: 1)SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". 2)BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4" WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. B.CLEANOUTS: 1)CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. 2)ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. C.SERVICE: 1)MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. 2)EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. 3)CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 4.TESTING: A.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. B.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. C.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. D.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. E.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 100% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TESTS SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. F.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS0BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATION IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. G.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. LEGEND: EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES EX STORM WATER LINE EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT PROP SANITARY LINE PROP SANITARY LATERAL PROP FIRE LINE PROP WATER LINE PROP WATER SERVICE PROP ELECTRIC LINE PROP TELEPHONE LINE PROP TRANSFORMER PAD AND CT CABINET PROP STORM SEWER PROP EXFILTRATION TRENCH EX STORM STRUCTURES PROP STORM STRUCTURES S S W W E E T T SL SL WL WL F F T DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. UTILITY CROSSING SCHEDULE: CROSSING 1 TOP UTILITY: 8" DIP WATER BOT EL. = 25.50 BOTTOM UTILITY: 15X21" ELLIPTICAL HDPE STORM TOP EL. = 24.97 CROSSING 3 TOP UTILITY: 18" HDPE STORM BOT EL. = 23.97 BOTTOM UTILITY: 6" PVC SAN SEWER LAT.= 22.98 PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W SANITARY CLEANOU T SCHEDULE C.O. No.RIM ELEV.INVERT ELEV. 1 AT GRADE 25.50 2 AT GRADE 25.50 3 AT GRADE 25.50 4 AT GRADE 25.15 5 AT GRADE 24.40 6 AT GRADE 25.00 7 AT GRADE 24.75 8 AT GRADE 24.50 9 AT GRADE 23.80 10 AT GRADE 23.40 11 AT GRADE 22.62 CROSSING 2 TOP UTILITY: 15X21" ELLIPTICAL HDPE STORM BOT EL. = 23.80 BOTTOM UTILITY: 12" PVC SAN TOP EL. = 23.17 CROSSING X MAINTAIN MIN. 12" SEPARATION CROSSING 4 TOP UTILITY: 10" PVC STORM BOT EL.= 26.80 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 CROSSING 5 TOP UTILITY: 10" PVC STORM BOT EL.= 26.61 BOTTOM UTILITY: 6"PVC SAN TOP EL.= 25.94 CROSSING 6 TOP UTILITY: 10" PVC STORM BOT EL.= 26.46 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 X EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 27.85 28.50 28.65 28.55 28.50 28.10 29.70 29.55 29.75 29.95 28.65 29.5528.50 27.85 29.90 29.70 29.58 29.78 29.18 29.45 29.50 29.26 29.30 28.70 28.67 28.75 28.58 28.50 28.00 28.25 28.90 29.70 29.60 28.80 29.80 30.0029.33 29.45 29.10 29.20 29.70 28.00 28.65 28.10 29.90 29.95 28.65 28.4028.40 28.50 28.50 28.5028.35 28.20 28.10 25.95 25.55 28.00 28.00 27.00 26.00 27.00 26.00 25.00 28.00 28.00 27.00 26.00 2 6 . 0 0 2 7 . 0 0 26.00 25.25 28.90 29.10 30.00 28.0028.00 28.00 28.0029.85 29.55 26.00 27.00 28.15 28.15 28.30 29.10 25' RAMP @ 4% MAX SLOPE 28.90 28.75 28.15 28.35 28.40 27.90 27.10 27.50 27.70 27.30 M.E. M.E. M.E.M.E. M.E. M.E. M.E. M.E. M.E. M.E. M.E. M.E.M.E. M.E. M.E. M.E. 28.70 27.80 27.1027.4027.80 25.10 28. 0 0 29.00 M.E.M.E. 27.65 M.E. 27.80M.E. 27.70 M.E. 27.72 M.E. 27.94 M.E. 27.43 M.E. 27.50 M.E. 27.58 M.E. PROP 121 LF - 18" HDPE PROP 145 LF - 15" HDPE PROP 31 LF - 12" HDPE PROP 70 LF - 6" PVC PROP 30 LF -6" PVC PROP 130 LF - 12" PVC. STRUCTURE #1 PROP MOD. FDOT TYPE "E" DITCH BOTTOM INLET CONTROL STRUCTURE GRATE EL. = 29.00 WEIR @ EL. = 27.85 0.5' INVERTED TRI. BLEEDER @ EL. = 22.50 INV. EL. (S) = 22.50 (12") INV. EL. (N) = 22.50 (15") STRUCTURE #5 PROP CURB INLET WITH 4' MH BOTTOM GRATE EL. = 28.00 INV. EL. (E) = 24.50 (15") INV. EL. (S) = 25.70 (10") STRUCTURE #8 PROP FODT TYPE "C" DITCH BOTTOM INLET GRATE EL. = 25.00 INV. EL. (N) = 22.50 (15"x21") INV. EL. (W) = 22.50 (18") INV. EL (S) = 22.50 (18") PROP 18" NYLOPLAST YARD DRAIN GRATE EL. = 26.00 INV. EL. (SW) = 24.00 (12") CO #15 INV. = 27.00 CO #14 INV. = 26.80 CO #13 INV. = 26.60 CO #11 INV. = 26.40 CO #10 INV. = 26.50 CO #8 INV. = 27.00 CO #2 INV. = 27.05 CO #1 INV. = 27.15 CO #3 INV. = 26.85CO #4 INV. = 26.75 CO #5 INV. = 26.45CO #6 26.35 CO #7 INV. = 26.10 CO #23 INV.=25.80 CO #24 INV.=27.00CO #21 INV. EL.=26.25 CO #22 INV.=25.87 CO #19 INV.=27.00 CO #9 INV. = 26.50 CO #12 INV. = 26.40 CO #16 INV. = 26.80 STRUCTURE #3 PROP 4' MANHOLE RIM EL. = 29.10 INV. EL. (N,S) = 23.90 (18",15"x18") INV. EL. (W) = 25.00 (12") CO #20 INV.=26.70 CORE DRILL EX. STRUCTURE INV. EL. = 22.53 AND TIE PROPOSED 12" OUTFALL PIPE TO EX. FDOT STRUCTURE PROP. 24" NYLOPLAST MANHOLE RIM EL. = 28.00 INV. EL. (E,W) = 23.00 (18") INV. EL. (N) = 24.50 (12") PROP 6" MITERED END INV. EL. = 26.00 STRUCTURE #4 PROP. INLET WITH 4' MH BOTTOM GRATE EL. = 27.90 INV. EL. (S) = 24.25 (18") INV. EL. (NE) = 24.25 (12") INV. EL. (W) = 24.25 (15") PROP 95 LF - 10" PVC PROP 61 LF - 10" PVC. PROP 115 LF - 15"x21" ELLIPTICAL HDPE PROP 34 LF - 18" HDPE. PROP 16 LF - 18" HDPE. PROP 11 LF - 12"HDPE. PROP STORMWATER UNDERGROUND STORAGE VAULT TRITON S29 CHAMBERS (0.08 AC.FT. OF STORAGE) CHAMBER INVERT EL.=23.00 PROP 30 LF - 6" PVC PROP 54 LF 12" HDPEPROP 6" MITERED END INV. EL. = 25.90 PROP 12" MITERED END INV. EL. = 25.80 RL-2RL-3RL-4PROP 39 LF - 10" PVC PROP 117 LF - 12" PVC. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057GP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGGP0 C-401 PAVING, GRADING & DRAINAGE PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX STORM SEWER EX SPOT GRADE PROP SPOT GRADE PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMENT PROP HEAVY DUTY CONCRETE PAVEMENT PROP PERVIOUS PAVEMENT AREA PROP STAMPED CONCRETE PROP GRAVEL PROP DRAINAGE ARROW PROP RIDGE LINE PROP DRAINAGE PIPE PROP EXFILTRATION TRENCH PROP STORM STRUCTURE 1.GENERAL: A.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. B.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "BC" = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. C.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. D.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. E.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. F.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. G.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. H.PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. I.AS PER SECTION 816.10.1.2.1 OF CITY'S LAND DEVELOPMENT CODE, NEW NON-RESIDENTIAL BUILDINGS SHALL HAVE THE LOWEST FLOOR ELEVATED TO OR ABOVE THE ELEVATION REQUIRED IN THE FLORIDA BUILDING CODE, THE BASE FLOOD ELEVATION PLUS 1 FOOT, OR 6 INCHES ABOVE THE HIGHEST ROAD CROWN ELEVATION OF THE CENTERLINE OF THE ADJACENT STREET, WHICHEVER IS HIGHEST. 2.MATERIALS: A.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS. OR EQUALIVENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX. 6" LIFTS) B.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. C.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. 3.INSTALLATION: A.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. B.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). C.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. D.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. 4.TESTING A.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. B.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. C.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. D.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. E.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. PAVING AND GRADING NOTES: 25 YEAR - 72 HOUR PERIMETER GRADE ELEVATION = 17.85' DATUM NOTES: 7.50 GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY AND ON-SITE WILL NEED TO BE SODDED. 6.ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. STORM DRAINAGE NOTES: 1.GENERAL: A.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.MATERIALS: A.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. B.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. C.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. D.PROPOSED "GRATE INLETS" SHALL BE STANDARD FDOT TYPE 'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. 3.INSTALLATION: A.PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. B.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. C.PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D.ENGINEER OF RECORD SHALL PERFORM FULL TIME INSPECTION REPORTS AND CERTIFICATION OF PROPER INSTALLATION TO CITY FOR HDPE DRAINAGE PIPES. ROOF DRAIN SCHEDULE: PIPE No.SIZE (IN)TYPE LENGTH (FT)SLOPE (%) RL-1 12"PVC PIPE 117 1.0 RL-2 12"PVC PIPE 61 1.0 RL-3 10"PVC PIPE 95 1.0 RL-4 12"PVC PIPE 39 1.0 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. FEMA MAP INFORMATION: 1.ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W EAA GEN F85 F/B (6,119 SF) T 13'R2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3'R3'R3'R15'R 10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2'R13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEEAA GEN F85 F/B (6,119 SF) T 1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2' R 13'R2'R2'R1 0 ' R 2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUE1"=40' 0 40102040 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSteering Angle Lock to Lock Time Articulating Angle WB-50 Trailer Track Tractor Track Trailer Width Tractor Width 12.503.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 35.50 7.50 42.50 : : :6.0 17.7 70.0 VM0 C-304 VEHICULAR MOVEMENT PLAN 2 feet Wayne Titan Lock to Lock Time Steering Angle Width Track 6.0 45.0: : 8.00 8.46: : 4.87 17.67 33.83 WAWA FUEL TRUCK CIRCULATION PLAN (WB-50)WAWA TRASH TRUCK CIRCULATION PLAN EAA GEN F85 F/B (6,119 SF) T 13'R2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R10'R1 5 ' R 3'R2'R15'R12'R 35'R 35'R2' R 13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEEAA GEN F85 F/B (6,119 SF) T 1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5' R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3'R15'R 10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2' R 13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUE1"=40' 0 40102040 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSteering Angle Lock to Lock Time Articulating Angle WB-50 Trailer Track Tractor Track Trailer Width Tractor Width 12.503.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 35.50 7.50 42.50 : : :6.0 17.7 70.0 WAWA LOADING TRUCK CIRCULATION PLAN (WB-50) VM0 C-303 VEHICULAR MOVEMENT PLAN WAWA FIRE TRUCK CIRCULATION PLAN 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time 25'5' WIDE ROCK BED FUEL PRICING SIGN 8 3 7 8 E 5 8 8 25'AA20'30'35'20'8'20'10'20'26.5'25' 10'35'20' BUILDING SETBACK 10' LANDSCAPE BUFFER 2'2'10'20'8' 8' 16.7' 10' BUILDING SETBACK 10' LANDSCAPE BUFFER 10' BUILDING SETBACK 2' LANDSCAPE BUFFER 2' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFERGEN F85 F/B (6,119 SF)10'8' BUILDING SETBACKPROP FUEL PRICING SIGN PROP STOP BAR & R1-1 "STOP" SIGN 35.1'PROP 4" YELLOW (TYP.)PROP STOP BAR & R1-1 "STOP" SIGN PROP 4" YELLOW (TYP.) PROP 15' OF 6" DOUBLE YELLOW PROP ADA ACCESSIBLE PARKING SIGNS PROP ADA STRIPING (SEE DETAILS) PROP DIRECTIONAL ARROW (TYP.) PROP LOADING ZONE PROP STOP BAR & R1-1 "STOP" SIGN PROP 15' OF 6" DOUBLE YELLOW T 18'10'4 4 4 7 7 2 10'11'5'11.4'33.7'24.3'23.7'26.7'38.8' PROP ADA ACCESSIBLE PARKING SIGN PROP 25' OF 6" DOUBLE YELLOW 9'8.1'9'11.2'14.4'8'3'25' 10' STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057PM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGPM0 C-302 PAVEMENT MARKING AND SIGNAGE PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX EASEMENT LINES PROP SIGN PROP SIGN ON BOLLARD WHITE LETTERS RED BACKGROUND TYPICAL STOP SIGN DETAIL (R1-1) NOT TO SCALE 36" X 36" STOP BAR DETAIL NOT TO SCALE 24" WHITE THERMOPLASTIC STOP BAR12' MIN.24"PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W WHITE LETTERS RED BACKGROUND TYPICAL STOP SIGN DETAIL (R1-1) WITH RIGHT TURN ONLY SIGN (R3-5R) NOT TO SCALE 36" X 36" 24" X 30" ONE WAY SIGN (R6-1R) NOT TO SCALE NO PARKING LOADINGZONE TYPICAL NO PARKING LOADING ZONE SIGN DETAIL (R7-6) NOT TO SCALE 24"X30" STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11PROP WAWA TYPE "B-1" CURB 4'x3' AIR MACHINE PAD W/ 2 BOLLARDS 25'PROP DUMPSTER ENCLOSURE LOCATION 5' WIDE ROCK BED FUEL PRICING SIGN (2) 22K & (1) 20K GALLON UST'S PROP WAWA TYPE "B-1" CURB PROP WAWA TYPE "B-1" CURB PROP WAWA TYPE "F-1" CURB (TYP) WAWA TYPE "F-1" CURB(TYP) 8 3 7 8 E 5 8 8 25'140.5'PROP BOLLARD(TYP.)AA20'30'35'20'8'20'10'20'26.5'25' 10'35'20' BUILDING SETBACK 10' LANDSCAPE BUFFER 2'2'10'20'8' 8' 16.7' 10' BUILDING SETBACK 10' LANDSCAPE BUFFER 10' BUILDING SETBACK 2' LANDSCAPE BUFFER 2' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER87.6' AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONC. PROP RAISED LANDSCAPE PLANTER (TYP.) 4'x3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN 6'x6' VENT STACK PAD PROP E-STOP W/ 2 BOLLARDS E-FREE (3+1+1 MPD)E-FREE (3+1+1 MPD) GEN F85 F/B (6,119 SF)10'8' BUILDING SETBACK93.1' 19.1' ICE BOX PROP FUEL PRICING SIGN PROP BIKE RACK PROP OUTDOOR SEATING (TYP) PROP GAS PUMP AND CANOPY PROP STAMPED CONCRETE (TYP.)35.1'PROP STOP BAR AND "STOP" SIGN PROP STOP BAR AND "STOP" SIGN PROP STOP BAR AND "STOP" SIGN T 18'10'6 EX. ON-STREET PARKING SPACES TO BE REMOVED 6 EX. SPACES TO REMAIN 1 NEW SPACE ADDED 5 EX. ON-STREET PARKING SPACES TO BE REMOVED 9 NEW SPACES ADDED 5 EX. ON-STREET PARKING SPACES TO BE REMOVED 4 EX. SPACES TO REMAIN 4 NEW SPACES ADDED 4 EX. ON-STREET PARKING SPACES TO REMAIN 4 4 4 7 7 2 10'11'5' PROP TYPE "F" CURB AND 5' CONC S/W 11.4'PROP TYPE "F" CURB AND 5' CONC S/W 33.7'PROP TYPE "F" CURB AND 5' CONC S/W24.3'PROP TYPE "F" CURB AND 5' CONC S/W23.7'PROP TYPE "F" CURB AND 7.5' CONC S/W 26.7' PROP TYPE "F" CURB AND 7' CONC S/W 38.8'75.4'PROP WAWA TYPE "B-1" CURB 84.2'9'8.1'9'11.2'14.4'8'ZONING: COMMERCIAL BUSINESS DISTRICTELU: WALGREENSFLU: COMMERCIALZONING: COMMERCIAL PROFESSIONAL OFFICE ELU: FIRST UNITED METHODIST CHURCH FLU: COMMERCIAL ZONING: PUBLIC FACILITIES ELU: PUBLIC PARK FLU: PUBLIC FACILITIESZONING: COMMERCIAL BUSINESS DISTRICTELU: ADVANCE AUTO PARTSFLU: COMMERCIALZONING: PUBLIC FACILITIESELU:FLU: PUBLIC FACILITIESZONING: COMMERCIAL BUSINESS DISTRICTELU: OFFICESFLU: COMMERCIALPROP FLUME PROP FLUME3'25' 10'1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R 10'R1 5 ' R 3'R2'R15'R12'R 35'R 35'R2'R13'R2' R 2'R1 0 ' R 2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15 ' R 25'R 4 0 ' R 1"=20' 0 2051020 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSITE DATA: PROPERTY OWNER (S): JMASS MANAGEMENT, LLC 180 NW 3RD AVE, SUITE A OKEECHOBEE, FL 34972 DAVID R. WATFORD 200 NW PARK STREET OKEECHOBEE, FL 34972 205 N PARROT AVE HOLDINGS, LLC 850 NW FEDERAL HWY, SUITE 206 STUART, FL 34994 SITE ADDRESS (S): PARCEL ID NO (S):3-15-37-35-0010-01560-0070 3-15-37-35-0010-01560-0090 3-15-37-35-0010-01560-0110 3-15-37-35-0010-01560-0010 ENGINEER:BOHLER ENGINEERING, FL LLC 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 PROPOSED USE:CONVENIENCE STORE W/ GAS PUMP SALES NUMBER OF STRUCTURES:1 EXISTING ZONING:COMMERCIAL BUSINESS PROPOSED ZONING:HEAVY COMMERCIAL EXISTING LAND USE:COMMERCIAL PROPOSED FUTURE LAND USE:COMMERCIAL FEMA FLOOD ZONE:ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) PROPOSED F.A.R:0.08 MAXIMUM F.A.R.:NOT SPECIFIED IN CODE BUILDING SETBACK:REQUIRED PROPOSED FRONT 20'140.5 SIDE 8'19.1' REAR 10'84.2' SIDE STREET 8'87.6' AREA CALCULATIONS: GROSS SITE AREA 75,017 SF (1.72 AC) - 100% TOTAL IMPERVIOUS AREA 57,845 SF (1.328 AC) - 77.1% BUILDING AREA 6,119 SF (0.14 AC) - 8.2% GAS CANOPY AREA 6,055 SF (0.14 AC) - 8.1% PAVEMENT / SIDEWALK (INCLUDES GAS CANOPY)51,726 SF (1.19 AC) - 69.0% PROPOSED OPEN SPACE 22,305 SF (0.51 AC) - 29.7% TOTAL PERVIOUS AREA 17,172 SF (0.39 AC) - 22.9% VEHICULAR USE AREA 46,593 SF (1.07 AC) - 62.1% ALLOWABLE PROPOSED MAX BUILDING HEIGHT:45'33' - 4" MAXIMUM LOT COVERAGE BUILDINGS:6,119 S.F. IMPERVIOUS AREA:85%77.40% MINIMUM OPEN SPACE:83.80% LANDSCAPE BUFFER: FRONT 10'10' SIDE 2'2' REAR 10'10' SIDE STREET 10'10' PARKING REQUIREMENTS: CONVENIENCE STORE WITH GAS SALES: TOTAL REQUIRED:21 SPACES TOTAL PROVIDED PARKING SPACES:47 SPACES (INC. 3 ADA SPACES) EXISTING ON-STREET PARKING SPACES:30 SPACES PROPOSED ON-STREET PARKING SPACES:28 SPACES SP0 C-301 SITE LAYOUT PLAN LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMENT PROP HEAVY DUTY CONCRETE PAVEMENT PROP STAMPED CONCRETE PROP GRAVEL DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) OWNER: JMASS MGMT, LLC (±0.654 ACRES)OWNER: DAVID R. WATFORD (±0.327 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X DP0 C-202 DEMOLITION PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX LIGHT POLE TO BE REMOVED EX STORM STRUCTURES TO BE REMOVED EX UNDERGROUND ELECTRIC TO BE REMOVED EX UNDERGROUND GAS LINE TO BE REMOVED EX UNDERGROUND SANITARY LINE TO BE REMOVED EX UNDERGROUND TELEPHONE LINE TO BE REMOVED EX UNDERGROUND WATER LINE TO BE REMOVED EX UNDERGROUND FIBER OPTIC LINE TO BE REMOVED EX STORM PIPE TO BE REMOVED TO BE REMOVED EX SURFACE TO BE REMOVED EX TREES TO BE REMOVED EX SPOT GRADE EX LIGHT POLE TO REMAIN EX STORM STRUCTURE TO REMAIN EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT XX 1.BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEM THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. G.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 13.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16.CONTRACTOR SHALL ENSURE PROPER EROSION CONTROL IS PROVIDED THROUGHOUT THE ENTIRE DURATION OF THE PROJECT. DEMOLITION NOTES: CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057DP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGDATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W S00°09'42"E 142.57'S89°51'01"W 299.95'N00°09'43"W 142.54'N89°50'43"E 299.95' S89°50'43"W 199.97'N00°09'42"W 142.55'N89°50'24"E 199.97'S00°09'42"E 142.57'L3L4OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) OWNER: JMASS MGMT, LLC (±0.654 ACRES)OWNER: DAVID R. WATFORD (±0.327 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEDP0 C-201 EXISTING CONDITIONS PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057EC0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:25 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGDATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:46 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-102 GENERAL NOTES GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1.THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: ·SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 3.ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 8.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 9.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 10.CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 11.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 12.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 14.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 16.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 17.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 18.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 19.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 20.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 21.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 22.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 23.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. CONTRACTOR SHALL SUBMIT A MOP PLAN TO SEAN REILLY, PBC TRAFFIC DIVISION AT LEAST 2 WEEKS PRIOR TO STARTING CONSTRUCTION WITHIN JOG ROAD RIGHT-OF-WAY. 24.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 25.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 26.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 27.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 28.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 29.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 30.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 31.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF “PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION NOTES: 1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3.BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. LIGHTING NOTES: 1.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2.THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION. 5.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8.IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS OF THE LOCAL GOVERNING AGENCY. 11.WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: ·PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. ·CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. ·LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. ·PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. ·DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) ·WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. ·THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON-CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING & UTILITY NOTES 1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. 3.CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 5.THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 6.THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7.THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 8.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 9.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 10.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 11.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 12.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 13.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 14.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 15.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 16.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 17.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 18.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 19.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 20.REFER TO SITE PLAN FOR ADDITIONAL NOTES. 21.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 22.CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 23.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 24.STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 25.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 26.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 27.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 28.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. ·WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR NJDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30.WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31.FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. FDOT GENERAL NOTES: 1.ALL MATERIALS AND CONSTRUCTION WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN (F.D.O.T.) RIGHT-OF-WAY SHALL CONFORM TO THE (LATEST EDITION) F.D.O.T. DESIGN STANDARDS AND (LATEST EDITION) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2.MAINTENANCE OF TRAFFIC M.O.T. FOR THIS PROJECT WILL COMPLY WITH THE F.D.O.T. STANDARD INDEX (600 SERIES) AND THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).” SPECIAL ATTENTION WILL BE GIVEN TO FDOT DESIGN STANDARD INDEX 611, 612, 613, AND 660. THE MAINTENANCE ENGINEER OR HIS DESIGNEE RESERVES THE RIGHT TO DIRECT THE REMOVAL/RELOCATION/MODIFICATION OF ANY TRAFFIC DEVICE(S) AT THE PERMITTEE'S SOLE EXPENSE. 3.ALL THERMOPLASTIC TRAFFIC STRIPES, MARKINGS AND SIGNAGE WILL BE INSTALLED PER THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 4.FOR ANY UNDERGROUND WORK, THE CONTRACTOR MUST CONTACT SIGNAL TRAFFIC CONTROL MAINTAINING AGENCY PRIOR TO CONSTRUCTION. 5.PERMITTEE WILL MATCH ABUTTING PAVEMENT SECTION ADJACENT TO PERMITTED WORK WHICH INCLUDES THICKNESS AND TYPE OF ASPHALT & BASE &SUBGRADE MATERIAL OR AS DIRECTED BY THE LOCAL RESIDENT OPERATIONS ENGINEER OR DESIGNEE. 6.IT IS THE PERMITTEE'S RESPONSIBILITY TO OBTAIN FINAL ACCEPTANCE OF PERMITTED WORK (COMPLETED) AND THE RESTORATION OF THE RIGHT-OF-WAY FROM THE F.D.O.T. PRIOR TO USAGE. 7.PERMITTEE WILL PROVIDE THE NECESSARY DENSITIES IN ACCORDANCE WITH SECTION 125-8 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (LATEST EDITION) PRIOR TO FINAL ACCEPTANCE BY THE F.D.O.T. 8.PERMITTEE WILL RESTORE THE RIGHT OF WAY AS A MINIMUM, TO ITS ORIGINAL CONDITION OR BETTER IN ACCORDANCE W/F.D.O.T.'S LATEST STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 9.DURING THE REMOVAL/INSTALLATION OF ANY CURB AND GUTTER SECTION, THE PERMITTEE WILL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE ABUTTING ASPHALT. THE DAMAGED ASPHALT REPAIR WILL BE IN ACCORDANCE WITH THE CURRENT SPECIFICATIONS AND/OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 10.PERMITTEE SHALL PROVIDE THE PRODUCER'S CERTIFICATION (DELIVERY TICKET) FOR THE NS CONCRETE-2500 PSI (USED FOR SIDEWALK, CURB & GUTTER, DITCH PAVEMENT AND TRAFFIC SEPARATOR) PRIOR TO FINAL ACCEPTANCE BY THE DEPARTMENT. THE DELIVERY TICKET SHALL CERTIFY THE CONCRETE WAS BATCHED, DELIVERED AND PLACED IN ACCORDANCE WITH SECTION 347 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION). 11.REMOVAL/INSTALLATION OF SIDEWALK WILL BE IN ACCORDANCE WITH FDOT STANDARD INDEX 310. 12.SODDED AREAS WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND SECTIONS 162, 981, 982, 983, 987 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ALL DISTURBED AREAS WILL BE SODDED WITHIN ONE (1) WEEK OF INSTALLATION OF SAID PERMITTED WORK. 13.OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS WITHIN THE FDOT R/W, AS DETERMINED BY THE F.D.O.T., SHALL REMAIN IN THE DEPARTMENT UNTIL A FINAL ACCEPTANCE OF THE PERMITTED PROJECT IS FULFILLED. EXCAVATED MATERIALS SHALL BE HAULED BY THE CONTRACTOR, AT THEIR COST & EXPENSE FROM THE SITE TO THE PALM BEACH OPERATIONS CENTER, 7900 W FOREST HILL BLVD OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DOT, INCLUDING ASPHALT MILLINGS. 14.RESTRICTED HOURS OF OPERATION WILL BE FROM 9:00AM TO 3:30 PM, (MONDAY-FRIDAY), UNLESS OTHERWISE APPROVED BY THE OPERATIONS ENGINEER, OR DESIGNEE. 15.PERMITTEE WILL COORDINATE ALL WORK WITH THE PALM BEACH OPERATIONS PERMITS DEPARTMENT USING FAX # (561) 370-1236. COORDINATION WILL INCLUDE A PRE-CONSTRUCTION MEETING. 16.PERMITTEE: PLEASE NOTE: PERMITTEE'S CONTRACTORS THAT ARE PERFORMING PERMITTED WORK ACTIVITIES SHALL PROVIDE THE F.D.O.T. (PERMIT OFFICE) PROOF OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTIFICATE OF LIABILITY INSURANCE PRIOR TO ANY COMMENCEMENT OF PERMITTED WORK. 17.ALL PUBLIC SIDEWALK CURB RAMPS WILL MEET THE ROADWAY & TRAFFIC DESIGN STANDARDS (CURRENT EDITION) INDEX NUMBER 304 CURB/RAMP INSPECTIONS (S) REQUIRED PRIOR TO INSTALLATION OF CONCRETE. 18.PERMIT IS VALID FOR ONE YEAR FROM DATE OF ISSUE. 19.PERMIT IS “VALID” FOR ACCESS CONNECTION “ONLY”. 20.PERMITTEE WILL PROVIDE THE F.D.O.T. WITH CERTIFIED “AS-BUILT” PLANS PRIOR TO FINAL ACCEPTANCE OF THE PERMITTED WORK. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:40 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-101 COVER SHEET FOR WAWA SITE CONSTRUCTION PLANS GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. PREPARED BY SCALE: 1" = 1000' LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE. OKEECHOBEE, FLORIDA 34972 OKEECHOBEE COUNTY PART OF SEC 16, TWP 37 S, RGE 35 E LOCATION MAP OWNER / APPLICANT SOUTHEAST INVESTMENTS, INC. 2655 NORTH OCEAN DRIVE, SUITE 401 SINGER ISLAND, FL 33404 (561) 210-9105 CONSULTANTS DEVELOPER: THE FERBER COMPANY, INC 151 SAWGRAFL CORNERS DR. SOUTH, SUITE 202 PONTE VEDRA BEACH, FL 32082 (904) 285-7600 CIVIL ENGINEER: BOHLER ENGINEERING FL, LLC. 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 (561) 571-0280 BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: FARNER BARLEY AND ASSOCIATES, INC 4450 NE 83RD ROAD WILDWOOD, FL 34785 (352) 748-3126 ARCHITECT: CUHACI & PETERSON 1925 PROSPECT AVE. ORLANDO, FL 32814 (407) 661-9100 LANDSCAPE ARCHITECT: SCOTT BARBER DESIGNS, PA. 1551 WYNCLIFF DRIVE WELLINGTON, FL 33414 (561)309-7263 TRAFFIC: MCKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500 PALM CITY, FL 34990 GOVERNING AGENCIES CITY CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-3372 WATER/SEWER OKEECHOBEE UTILITY AUTHORITY 100 SW 5TH AVENUE OKEECHOBEE, FL 34974 CONTACT: JAMIE MULLIS (863) 763-9460 EXT. 111 ¨ SITE DATA TABLE: WAWA STORE:5353 WAWA CONTACT:ROBERT GRASSMAN, P.E. BUILDING:F85 F/B CANOPY TYPE:SLOPED CANOPY CONFIGURATION STRAIGHT # OF MPD's:8 TYPE OF MPD'S (6) 3+1, (2) 3+1+1 # OF PARKING SPACES:47 # OF HANDICAP SPACES:3 # OF TRUCK/OVERSIZED PARKING:0 SQUARE FT. OF ASPHALT/CONCRETE:45,908 SF SQUARE FT. OF LAWN AREA:16,855 SF VEHICULAR USE AREA:38,491 SF STORM DRAINAGE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: CARLOS DEROJAS (561) 682-6505 ¨ 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 BohlerEngineering.com TRAFFIC FDOT DISTRICT 1 801 N BROADWAY AVENUE BARTOW, FL 33830 (800) 292-3368 FIRE PREVENTION CITY OF OKEECHOBEE FIRE-RESCUE DEPARTMENT 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-4423 ¨ ELECTRIC FLORIDA POWER & LIGHT 825 NE 34TH AVENUE OKEECHOBEE, FL 34972 CONTACT: DONNA PADGETT (863) 467-3708 END USER WAWA FLORIDA, LLC. 7022 TPC DRIVE, SUITE 200 ORLANDO, FL 32822 NW PARK ST SPEED LIMIT = 25 MPH ¨ ¨ ¨XXXXXXXXXXXXXXXXXXXXXXXXXXXXSITE PLANBID SETCITYSFWMDLEGAL DESCRIPTION (PARCEL 1) LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SHEET LIST TABLE SHEET TITLE SHEET No. COVER SHEET C-101 GENERAL NOTES C-102 EXISTING CONDITIONS PLAN C-201 DEMOLITION PLAN C-202 SITE LAYOUT PLAN C-301 PAVEMENT MARKING AND SIGNAGE PLAN C-302 VEHICULAR MOVEMENT PLAN C-303 VEHICULAR MOVEMENT PLAN 2 C-304 PAVING, GRADING & DRAINAGE PLAN C-401 UTILITY PLAN C-501 PHASE I SOIL EROSION CONTROL PLAN C-601 PHASE II SOIL EROSION CONTROL PLAN C-602 PHOTOMETRIC PLAN C-703 PHOTOMETRIC DETAILS C-704 CROSS SECTIONS C-801 CONSTRUCTION DETAILS C-901 CONSTRUCTION DETAILS C-902 CONSTRUCTION DETAILS C-903 CONSTRUCTION DETAILS C-904 CONSTRUCTION DETAILS C-905 CONSTRUCTION DETAILS C-906 CONSTRUCTION DETAILS C-907 CONSTRUCTION DETAILS C-908 CONSTRUCTION DETAILS C-909 TREE MITIGATION PLAN TM-1 LANDSCAPE PLANS & DETAILS L1-L2 SURVEY WAWA BUILDING ELEVATIONS AND FLOOR PLAN WAWA GAS CANOPY AND DUMPSTER ELEVATIONS