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HomeMy WebLinkAbout02 Approval of Ocoee Village Center - New Grocery Store & Fuel Station (Walmart Neighborhood Market) LSFSP City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: February 3, 2026 Item #: 2 Contact Name: Michael Rumer Department Director: Michael Rumer Contact Number: Ext. 6434 City Manager: Craig Shadrix Subject: Approval of Ocoee Village Center — New Grocery Store & Fuel Station (Walmart Neighborhood Market) Large Scale Final Site Plan: Project No. LS-2025-007. (Assistant City Manager Rumer) Background Summary: Owner/Applicant: The applicant/owner is Ocoee Development IV LLC, represented by Joshua Lockhart, P.E., with CPH LLC. General Location: The property is located in Commission District 1 and is generally located in the southwest corner of the intersection of the new North Lakewood Avenue realignment and Clarcona Ocoee Road. Property Size and Parcel ID No.: The subject property consists of four (4) parcels, specifically PID #s 05-22- 28-6160-10-008, 05-22-28-6160-10-009, 05-22-28-0000-00-051, and 05-22-28-0000-00-050, as well as portions of the recently abandoned and vacated unimproved rights-of-way of North Lakewood Avenue and Clarcona Ocoee Road. Combined, the subject property contains approximately 6.9 acres. Existing Site Conditions: The table below summarizes the existing conditions of the subject property. Current Future Land Use Map Designation Current Zoning District Existing Land Use Overlays/Unique Features Commercial PUD-COMM Vacant parcels Property is within SR 429 Interchange Village Character Area. No unique features on the property. NOTE: Rights- of-way parcels have been abandoned and vacated. The property is surrounded by the following jurisdictions, Future Land Use Map designations, zoning districts, and land uses. Direction Jurisdicti on FLUM Designation Zoning District Existing Land Use North City Commercial PUD-COMM Clarcona Ocoee Road & Vacant land Page 7 of 414 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org South City High-Density Residential PUD-HD Banyan Cove Blvd & stormwater facilities East City Commercial PUD- COMM/PUD-HD Commercial uses West City/Count y Low-Density Residential (Per JPA FLUM) City R-1A & County A-1 Residential uses Proposed Development: The applicant is proposing a 48,585 SF retail building and a separate fuel station and associated parking, stormwater facilities, and other infrastructure. Building elevations are provided in the attachments. The proposed grocery/neighborhood market and fuel station are consistent with the approved Ocoee Village Center Planned Unit Development (PUD) Land Use Plan (LUP), as adopted by the City Commission on June 18, 2019, and later amended on October 3, 2023, for the Southwest Parcel # 1 in terms of use, building square footage, setbacks, and parking. Parking: Parking proposed exceeds the minimum parking ratio of 3 spaces per 1,000 SF for commercial uses as provided for in the Interchange Village Character Area Design Plan. Stormwater: Stormwater will be provided via an on-site stormwater system. Final stormwater calculations, engineering, and St. Johns River Water Management District (SJRWMD) permitting for drainage requirements will be reviewed during the Final Site Plan review. Access: Access will be provided via North Lakewood Avenue and Westbridge Court (upon its completion). Utilities: Sanitary sewer, potable water, and non-potable water will be provided by the City of Ocoee. Utilities Department comments have been provided to the applicant relative to utility engineering for the Final Site Plan. Issue: Should the Honorable Mayor and City Commission approve a Large-Scale Final Site Plan for the Ocoee Village Center - New Grocery and Fuel Station (Walmart Neighborhood Market) development to be located on four (4) parcels assigned parcel ID #s 05-22-28-6160-10-008, 05-22-28-6160-10-009, 05-22-28-0000-00-051, and 05-22-28-0000-00-050 as well as portions of the abandoned and vacated unimproved rights-of-way of North Lakewood Avenue and Clarcona Ocoee Road? Recommendations: Staff recommends that the Honorable Mayor and City Commission approve with conditions, the Large-Scale Final Site Plan for the Ocoee Village Center - New Grocery and Fuel Station (Walmart Neighborhood Market) development to be located on four (4) parcels assigned parcel ID #s 05-22-28-6160-10-008, 05-22-28-6160- 10-009, 05-22-28-0000-00-051, and 05-22-28-0000-00-050 as well as portions of the abandoned and vacated unimproved rights-of-way of North Lakewood Avenue and Clarcona Ocoee Road. The one (1) condition to the approval is that all final staff comments must be satisfied. Attachments: 1. Location Map 2. Aerial Map 3. Civil Plan Set 4. Landscape & Irrigation Plan Set 5. Elevations & Renderings Page 8 of 414 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Financial Impacts: No financial impact. Type of Item: Consent Page 9 of 414 N S R 4 2 9 S S R 4 2 9 Carpet St W e s t R d Lilybean Loop Forest Lake Dr Allure Pt N Lakewood Ave Marigold Park Dr Ocoee Village Center New Grocery and Fuel StationLocation Map I Page 10 of 414 N S R 4 2 9 S S R 4 2 9 Clarcona Ocoee Rd Carpet St N Lakewood Ave 3rd Ave 2nd Ave Allure Pt Forest Lake Dr Banyan Cove Blvd Lilybean Loop Westbridge Ct I 0 150 30075Feet Ocoee Village Center New Grocery and Fuel StationAerial Photography Page 11 of 414 C0.1 COVER SHEET V0.1 BOUNDARY AND TOPOGRAPHIC SURVEY V1.1 BOUNDARY AND TOPOGRAPHIC SURVEY V1.2 BOUNDARY AND TOPOGRAPHIC SURVEY V1.3 BOUNDARY AND TOPOGRAPHIC SURVEY V1.4 BOUNDARY AND TOPOGRAPHIC SURVEY V1.5 BOUNDARY AND TOPOGRAPHIC SURVEY C0.2 GENERAL NOTES C0.3 GENERAL NOTES C0.4 SITE SPECIFIC NOTES C1.1 OVERALL SITE PLAN C1.2 SITE DIMENSION PLAN C1.2A DELIVERY TRUCK TURN C1.2B FIRE TRUCK TURN C1.2C FUEL STATION TRUCK TURN C1.3 SITE GRADING PLAN C1.3A POND PROFILES C1.4 COMPOSITE UTILITY PLAN C1.6 FIRE FLOW TESTS PH-1 PHOTOMETRIC PLAN C3.1 ENLARGED GAS STATION SITE PLAN C3.2 ENLARGED FUEL UTILITIES SITE PLAN C3.3 ENLARGED FUEL GRADING SITE PLAN C4.1 SWPPP NOTES C4.2 SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK C4.3 PHASE 1 EROSION AND SEDIMENTATION CONTROL PLAN C4.4 PHASE 2 EROSION AND SEDIMENTATION CONTROL PLAN C4.5 SWPPP DETAILS C4.6 SWPPP DETAILS C4.7 SWPPP DETAILS C4.8 SWPPP DETAILS C4.9 PICKUP WAYFINDING SIGN PLAN C5.0 PARKING PAVEMENT DETAILS C5.1 PAVEMENT MARKINGS DETAILS C5.2 PAVEMENT MARKINGS DETAILS C5.3 GENERAL DETAILS C5.4A DUMPSTER DETAILS C5.4B MONUMENT AND FENCING DETAILS C5.4C FENCING AND COLUMN DETAILS C5.5 CITY UTILITY DETAIL C5.6 CITY UTILITY DETAIL C5.7 CITY UTILITY DETAIL L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE PLAN L1.4 LANDSCAPE PLAN L1.5 LANDSCAPE PLAN L5.0 LANDSCAPE DETAILS L5.1 LANDSCAPE NOTES AND PLANT LIST IR1.0 OVERALL IRRIGATION PLAN IR1.1 IRRIGATION PLAN IR1.2 IRRIGATION PLAN IR1.3 IRRIGATION PLAN IR1.4 IRRIGATION PLAN IR1.5 IRRIGATION PLAN IR5.0 IRRIGATION LEGEND & NOTES IR5.1 IRRIGATION DETAILS IR5.2 IRRIGATION SCHEDULES MOT.1 MAINTENANCE OF TRAFFIC MOT.2 MAINTENANCE OF TRAFFIC MOT.3 MAINTENANCE OF TRAFFIC MOT.4 MAINTENANCE OF TRAFFIC MOT.5 MAINTENANCE OF TRAFFIC MOT.6 MAINTENANCE OF TRAFFIC R1.0 FDOT DRIVEWAY & SIDEWALK CONNECTION PLAN VERTICAL DATUM: NAVD '88 LARGE SCALE FINAL SITE PLAN FOR OCOEE VILLAGE CENTER NEW GROCERY AND FUEL STATION CITY OF OCOEE, FLORIDA SECTION 05 - TOWNSHIP 22 SOUTH - RANGE 28 EAST PARCEL ID(S): 05-22-28-6160-10-008, 05-22-28-6160-10-009 05-22-28-0000-00-050, 05-22-28-0000-00-051 VICINITY MAP SCALE: 1" = 4,000' N CITY OF OCOEE PLANNING AND ZONING DIVISION 1 N. BLUFORD AVE. OCOEE, FL 34761 (407) 905-3157 (407)905-3100 EXT 1018 STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CENTRAL DISTRICT 3319 MAGUIRE BOULEVARD ORLANDO, FL 32803 AARON WATKINS (407) 897-2963 WATER MANAGEMENT DISTRICT SAINT JOHN'S RIVER WATER MANAGEMENT DISTRICT 4049 REID ST. PALATKA, FL 32177 ERICH MARZOLF (386) 329-4500 WATER / SEWER/ RECLAIMED CITY OF OCOEE UTILITY DEPARTMENT 1800 A.D. MIMS ROAD OCOEE, FL 34761 JENNIFER BOLLING, P.E. (407) 905-3159 FLORIDA DEPARTMENT OF TRANSPORTATION DRAINAGE ORANGE COUNTY PUBLIC WORKS DEPARTMENT ROAD AND DRAINAGE DIVISION 4200 S. JOHNS YOUNG PKWY, 3RD FLOOR ORLANDO, FL 32839 (407) 836-7958 APPROVAL AGENCIES UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT NOTES: 1.THE SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "BIG BOX STANDARD SITEWORK SPECIFICATIONS." 2.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. www.sunshine811.com OWNER DKC OCOEE VILLAGE CENTER SW, LLC 431 FARIWAY DR STE 201 DEERFIELD BEACH, FL 33441 (954) 354-8289 ATTN: PATRICK L. CHRISTIE P.E. PCHRISTIE@KONOVERSOUTH.COM DEVELOPER KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 (954) 354-8289 ATTN: PATRICK L. CHRISTIE P.E. PCHRISTIE@KONOVERSOUTH.COM ENGINEER CPH, LLC 1125 BARTOW RD LAKELAND, FLORIDA 33801 PHONE: (863) 252-2761 ATTN.: JOSHUA D. LOCKHART, P.E. JLOCKHART@CPHCORP.COM ENVIRONMENTAL CONSULTANT UNIVERSAL ENGINEERING SERVICES 3532 MAGGIE BOULEVARD ORLANDO, FLORIDA 32811 PHONE: (321) 353-7305 ATTN.: ALEC SARCEVIC, PE ASARCEVIC@TEAMUES.COM SURVEYOR CPH, LLC 500 W. FULTON STREET SANFORD, FLORIDA 32771 PHONE: (407) 322-6841 ATTN.: PAUL J. KATREK, PSM PKATREK@CPHCORP.COM SOIL CONSULTANT UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BOULEVARD ORLANDO, FL 32811 PHONE: (407) 423-0504 ATTN.: ZACHARY W. ADAMS, P.E. ZADAMS@TEAMUES.COM TRAFFIC CONSULTANT CPH, LLC 5601 MARINER STREET, STE. 105 TAMPA, FL 33609 PHONE: (407) 288-0233 ATTN.: KENNETH SPITZ, AICP KSPITZ@CPHCORP.COM LANDSCAPE ARCHITECT CPH, LLC 1117 E. ROBINSON STREET ORLANDO, FLORIDA 32801 PHONE: (407) 425-0452 ATTN.: GALEN J. PUGH, RLA GPUGH@CPHCORP.COM BUILDING ARCHITECT HFA-AE, LTD 1705 S. WALTON BOULEVARD, STE 3 BENTONVILLE, AR 72712 PHONE: (479) 273-7780 EXT 216 ATTN.: MATTHEW TURNER, AIA MATTHEW.TURNER@HFA-AE.COM INDEX OF SHEETS SITE LOCATION 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C0.1 CO V E R S H E E T NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S 12 / 3 0 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 2 THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. 3 3 Page 12 of 414 GENERAL PROVISIONS 1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (.MP4, .MPG, .WMV, .MOV OR APPROVED EQUAL) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. THE FILES SHALL BE SAVED IN DIGITAL FORMAT ON A PORTABLE USB HARD/FLASH DRIVE OR APPROVED EQUAL, AND SHALL BE ABLE TO BE PLAYED BACK ON ANY WINDOWS COMPATIBLE COMPUTER. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS. 2.THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 3.ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4.UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 5.BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. 6.THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, LLC IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 7.SUBMIT ELECTRONIC COPIES (PDF FORMAT) OF EACH SHOP DRAWING AND PRODUCT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8.PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 9.THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 10.IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL. 11.ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES. 12.TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. 13.THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER. 14.ALL TREES, SHRUBS AND SOD SHALL HAVE A VALID AND CURRENT STATE OF FLORIDA, DIVISION OF PLANT INDUSTRY (DPI) INSPECTION CERTIFICATION PRIOR TO BEING TRANSPORTED TO THE CONSTRUCTION SITE. SUBMIT THE DPI CERTIFICATION TO THE ENGINEER WITH A COPY OF THE CERTIFICATION MAINTAINED ONSITE WITH THE CONSTRUCTION RECORDS. 15.THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BE FOLLOWED. 16.AS-BUILTS TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH THE SECTION 3.01.05 OF THE ENGINEERING MANUAL IN THE FOLLOWING FORMATS: a.1 PDF COPY b.CAD COPY DRAWN IN STATE PLAN COORDINATES. 17.ALL FINISHED FLOOR ELEVATION WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2'). UTILITY GENERAL NOTES 1.THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE. 2.THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE HORIZONTAL AND VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED TO, CROSSED, OR OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED CONSTRUCTION. AT PROPOSED CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND THE POINT OF CONNECTION AS NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE TO UTILITY CONFLICTS. IN THE EVENT SIDEWALK OR PAVEMENT IS IMPACTED IN ORDER TO CONDUCT THESE INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS INCIDENTAL TO THE CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITIES OF THE CONSTRUCTION AND TO MAKE THE NECESSARY ARRANGEMENTS TO PROTECT ALL EXISTING UTILITIES. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE OWNER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3.A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 4.THE UTILITY PROVIDERS NOTED ON THE COVER SHEET HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA: 5.THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES. 6.THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY. 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER. 8.TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP. 9.FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 10.THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRE-TESTING PRIOR TO NOTIFICATION. RECORD DRAWING REQUIREMENTS 1.RECORD DRAWINGS SHALL DEPICT SURVEYED AS-BUILT INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS AS REQUIRED BELOW. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. 2.ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS-BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. SHEET SIZES AND THE SCALE OF THE RECORD DRAWINGS SHALL MATCH SHEET SIZING AND SCALE OF THE CONSTRUCTION PLANS. ADD BLOWUP DETAILS IF NECESSARY. 3.THE SURVEYED AS-BUILT INFORMATION SHALL BE VERTICALLY BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND THE COORDINATE SYSTEM SHALL BE BASED HORIZONTALLY ON THE NORTH AMERICAN DATUM 83 (NAD83) (1990 ADJUSTMENT). THE AS-BUILT SURVEY SHALL BE REFERENCED TO THE PROJECT BENCHMARKS AND SHALL BE REFERENCED TO THE STATE PLANE COORDINATES. 4.ALL INLETS, MANHOLES, STRUCTURES, VALVES, VALVE BOXES, HYDRANTS, BLOW OFFS, SAMPLE POINTS, METER BOXES, SIDEWALK, BOLLARDS, ETC. SHALL BE CLEARLY SHOWN. VERTICAL ELEVATIONS SHALL BE SURVEYED AS FOLLOWS: VALVES (OPERATING NUT), UTILITY PRESSURE MAINS (TOP OF CENTER OF PIPE), HYDRANTS (OPERATING NUT OF HYDRANT AND GRADE AT THE BASE OF THE HYDRANT), MANHOLES (RIM, INVERTS / FLOW LINES, CONNECTING PIPE DIAMETERS), GRATE INLETS (TOP OF GRATE, FLOW LINES, CONNECTING PIPE DIAMETERS), CURB INLETS (EDGE OF PAVEMENT, TOP OF STRUCTURE, CONNECTING PIPE DIAMETERS, FLOW LINES), STORM SEWER (FLOW LINE AND DIAMETER), SANITARY SEWER (INVERT AND DIAMETER), FITTINGS (TYPE, DIAMETER, AND TOP ELEVATION), METER BOXES (TOP OF BOX), AIR RELEASE VALVES (TOP OF ENCLOSURE AND GRADE AT THE BASE OF THE ENCLOSURE), BLOW OFFS (TOP OF BOX), PUMP STATION WET WELLS (TOP OF WET WELL, GRAVITY SEWER INVERTS AND DIAMETERS, FORCE MAIN TOP OF PIPE AND DIAMETERS, STRUCTURE INVERT), PUMP STATION VALVE VAULTS (TOP OF VAULT, TOP OF PIPELINES AND DIAMETERS, VAULT INVERT), SIDEWALK, LANDINGS AND RAMPS (TOP AND BOTTOM ELEVATIONS AND CROSS SLOPES AT EACH END OF THE RAMP, ALL FOUR CORNERS OF LANDING AREAS). 5.THE SURVEYED AS-BUILT LOCATION OF THE NEWLY CONSTRUCTED FACILITIES SHALL BE IN AN ACAD OVERALL BASE DRAWING WHICH IS IN STATE PLANE. PROVIDING “PAPER SPACE” VIEWS THAT ARE NOT IN STATE PLANE OF THE CONSTRUCTED FACILITIES IS NOT ACCEPTABLE. PROVIDING NORTHING AND EASTING POINT TABLES ON SEPARATE NEW SHEETS ADDED TO THE CONSTRUCTION PLANS IS NOT ACCEPTABLE. THE AS-BUILT NORTHING AND EASTING DATA MUST BE ON THE INDIVIDUAL CONSTRUCTION PLAN SHEETS TO WHICH THE DATA APPLIES. 6.THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A.HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. B.DISTANCE ALONG PIPELINES BETWEEN STRUCTURES, PIPELINE DIAMETER AND TYPE OF MATERIAL, AND FINISH GRADE ELEVATIONS ALONG THE CONSTRUCTED PIPELINE. C.STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER (PROVIDE SPOT ELEVATIONS AND CONTOURS). TOP OF POND HORIZONTAL DIMENSIONS, INCLUDING THE BERM WIDTH ARE ALSO TO BE TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY. D.STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES (INCLUDING DIAMETER AND TYPE OF MATERIAL), GRATES, AND SKIMMERS. E.STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS. F.HORIZONTAL LOCATIONS (STATE PLANE COORDINATES) AND VERTICAL ELEVATIONS (TOP OF PIPE, FITTING, AND GRADE ELEVATIONS) OF ALL UTILITY MAINS, VALVES, FITTINGS, CONNECTION POINTS, ETC. PROVIDE VERTICAL ELEVATIONS (TOP OF PIPE AND GRADE ELEVATION) AT EACH END AND EVERY 100-FT ALONG THE UTILITY MAIN. PROVIDE THE UTILITY MAIN DIAMETER AND PIPE MATERIAL. WHERE PIPE MATERIAL CHANGES, PROVIDE THE HORIZONTAL AND VERTICAL INFORMATION AT EACH LOCATION. G.VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. H.VERTICAL ELEVATIONS OF THE TOP OF CASING AND TOP OF CARRIER PIPE MEASURED AT EACH END OF CROSSINGS THAT HAVE BEEN JACK AND BORED. I.HORIZONTAL LOCATIONS (STATE PLANE COORDINATES AND STATIONS AND OFFSETS) OF EACH END OF STEEL CASING PIPE (ALSO PROVIDE DISTANCE FROM EDGE OF PAVEMENT AND ADJACENT RIGHT-OF-WAY LINES). J.PIPELINE THAT IS DIRECTIONAL BORED IS TO BE HORIZONTALLY AND VERTICALLY LOCATED EVERY 20' ALONG THE BORE. PROVIDE THIS INFORMATION BY SUBMITTING BORING LOGS AND BY DRAWING THE AS-BUILT VERTICAL AND HORIZONTAL LOCATIONS OF THE BORED PIPELINE ON THE RECORD DRAWINGS BASED ON THE BORING LOGS. PROVIDE STATE PLANE COORDINATES AT EACH END OF DIRECTIONAL BORED PIPELINE. K.PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. L.ALL PARKING AREAS, SIDEWALK, SIDEWALK RAMPS, LANDING AREAS, AND RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS, SLOPES, AND CROSS SLOPES HAVE BEEN MET. PROVIDE BUILDING FINISH FLOOR ELEVATIONS AT ALL BUILDING ACCESS POINTS. M.HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS. N.WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE RECORD DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. O.WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE RECORD DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION. 7.RECORD DRAWINGS ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR'S LICENSED SURVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWINGS FOR COMPLETENESS IN ACCORDANCE WITH THE REQUIREMENTS OF THESE NOTES WITHIN SEVEN (7) FULL WORKING DAYS. FOR PRELIMINARY REVIEW, SUBMITTAL IN ACAD AND PDF FORMAT IS SUFFICIENT AND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINAL SUBMITTAL OF COMPLETE RECORD DRAWINGS SHALL CONSIST OF ONE SET SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR PLUS ACAD AND PDF FILES OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE DRAWINGS ARE FOUND TO BE INCOMPLETE OR INACCURATE, THE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR FOR CORRECTION. 8.IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER. THESE PRELIMINARY RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS AS INDICATED IN ITEM 6 PLUS TEMPORARY WATER MAIN SAMPLE POINT LOCATIONS (REQUIRED FOR NEW WATER MAINS ONLY) 9.COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED AND SEALED RECORD DRAWINGS THAT HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER. EROSION AND SEDIMENT CONTROL 1.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF SILT FENCING (SEDIMENT BARRIER) AND FLOATING TURBIDITY BARRIERS PER DETAILS ON THE DRAWINGS. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, HYDROSEEDING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING. 2.MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING AUTHORITIES TO CONTROL EROSION AND SILTATION DURING LIFE OF CONTRACT. OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 3.CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 4.CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 5.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER BODIES. 6.GRASS ALL DISTURBED AREAS WITHIN 7 DAYS OF INITIAL DISTURBANCE. TYPE OF GRASSING SHALL BE AS FOLLOWS: TEMPORARY GRASSING TO BE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAN 5:1. TEMPORARY GRASSING CAN BE HYDROSEEDING OR SEED AND MULCH AT ALL OTHER LOCATIONS UNLESS OTHERWISE INDICATED IN THE DRAWINGS OR SPECIFICATIONS. 7.INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND REINSTALL ANY DAMAGED OR MISSING SEDIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATION CONTROL IS NECESSARY. AREAS TO BE PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 48 HOURS AFTER INSTALLATION OF BASE COURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF INSTALLATION OF THE SUBGRADE. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. STORMWATER POLLUTION PREVENTION REQUIREMENTS 1.CONSTRUCTION OF THIS PROJECT IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. 2.IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. COPIES OF THE NPDES GENERIC PERMIT, NOI, AND NOT FORMS, AND PERMIT APPLICATION FEE INFORMATION ARE AVAILABLE FOR DOWNLOAD FROM FDEP. 3.THE SWPPP SHALL LIST ALL THE CONTRACTORS OR SUBCONTRACTORS WHO WILL BE CONDUCTING CONSTRUCTION ACTIVITIES AT THE SITE, AND IDENTIFY THE AREAS OF THE SITE IN WHICH THEY WILL BE WORKING. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE SWPPP MUST SIGN A COPY OF THE CERTIFICATION STATEMENT CONTAINED IN THE SWPPP BEFORE CONDUCTING ANY CONSTRUCTION ACTIVITIES AT THE SITE. THE CERTIFICATIONS MUST HAVE THE NAME AND TITLE OF THE PERSON SIGNING THE CERTIFICATION; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTRACTING FIRM; AND THE SIGNATURE DATE. THESE STATEMENTS MUST BE MAINTAINED IN THE SWPPP FILE ON SITE. 4.THE SWPPP SHALL DESCRIBE AND ENSURE THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES WHICH WILL BE USED TO REDUCE THE POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE NPDES GENERIC PERMIT. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE DRAWINGS ARE THE MINIMUM REQUIRED THAT ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROLS TO MEET THESE REQUIREMENTS. 5.THE SWPPP SHALL BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI AND SHALL INCLUDE THE ELEMENTS NECESSARY TO COMPLY WITH THE NPDES GENERIC PERMIT AND SHALL ALSO INCLUDE ALL LOCAL GOVERNING AGENCY AND OWNER REQUIREMENTS. THERE MAY BE MORE STRINGENT LOCAL GOVERNMENT OR OWNER REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL, WHICH WOULD BE LOCATED IN THE SPECIFICATIONS OR ELSEWHERE ON THESE DRAWINGS. 6.THE CONTRACTOR MUST FILE THE NOI WITH FDEP AND THE OWNER AT LEAST TWO (2) BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO SUBMIT A COPY OF THE NOI TO THE MS4 OPERATOR FOR ALL PROJECTS THAT DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY TO A MUNICIPAL SEPARATE STORMWATER SYSTEM (MS4). A COPY OF THE NOI AND A DESCRIPTION OF THE PROJECT MUST BE POSTED IN A PROMINENT PLACE FOR PUBLIC VIEWING AT THE CONSTRUCTION SITE. 7.THE SWPPP MUST BE IMPLEMENTED AT THE START OF CONSTRUCTION. A COMPLETE COPY OF THE SWPPP, INCLUDING COPIES OF ALL INSPECTION REPORTS, PLAN REVISIONS, ETC., MUST BE RETAINED AT THE PROJECT SITE AT ALL TIMES DURING WORKING HOURS AND KEPT IN THE PERMANENT PROJECT RECORDS FOR AT LEAST THREE YEARS FOLLOWING SUBMISSION OF THE NOT. 8.FINAL STABILIZATION MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND THAT A UNIFORM PERENNIAL VEGETATIVE COVER (EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) WITH A DENSITY OF AT LEAST 70% FOR ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN ESTABLISHED OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS GEOTEXTILES) HAVE BEEN EMPLOYED. ONCE CONSTRUCTION IS COMPLETED AND FINAL STABILIZATION HAS BEEN ACHIEVED, THE CONTRACTOR MUST FILE THE NOT TO FDEP, THE OWNER, AND THE MS4 OPERATOR WITHIN 14 DAYS. 9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THE ADEQUACY OF SITE POLLUTANT DISCHARGE CONTROLS. BETWEEN THE TIME THE SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. THE INSPECTIONS ARE TO BE CONDUCTED BY THE CONTRACTOR'S QUALIFIED DESIGNATED REPRESENTATIVE. 10.ALL INSPECTIONS SHALL BE DOCUMENTED IN AN INSPECTION REPORT THAT SUMMARIZES THE SCOPE OF THE INSPECTION, THE NAMES AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION; THE DATE OF THE INSPECTION; RAINFALL DATA; MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP, AND ACTIONS TAKEN IN ORDER TO ENSURE COMPLIANCE WITH NPDES REQUIREMENTS AND THE SWPPP. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE AND ACTIONS TAKEN TO BRING THE PROJECT INTO COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE NPDES REQUIREMENTS AND THE SWPPP. EACH INSPECTION REPORT SHALL BE SIGNED AND CERTIFIED BY EACH INSPECTOR. 11.BASED ON INSPECTION RESULTS, ANY MODIFICATIONS NECESSARY TO INCREASE EFFECTIVENESS OF THE SWPPP TO AN ACCEPTABLE LEVEL MUST BE MADE WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. 12.THE SWPPP MUST BE UPDATED EACH TIME THERE ARE SIGNIFICANT MODIFICATIONS TO THE POLLUTANT PREVENTION SYSTEM OR A CHANGE OF CONTRACTORS WORKING ON THE PROJECT WHO DISTURBS SITE SOIL. FOR CONSTRUCTION ACTIVITIES WHERE THE OPERATOR CHANGES, THE NEW OPERATOR SHALL FILE AN NOI FOR COVERAGE UNDER THE GENERIC PERMIT AT LEAST TWO (2) DAYS BEFORE ASSUMING CONTROL OF THE PROJECT AND THE PREVIOUS OPERATOR SHALL FILE AN NOT TO TERMINATE PERMIT COVERAGE IN ACCORDANCE WITH THE NPDES GENERIC PERMIT. AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATED, AND KEPT AS ATTACHMENTS TO THE ORIGINAL SWPPP. 13.EACH SWPPP SHALL PROVIDE A DESCRIPTION OF POLLUTANT SOURCES AND OTHER INFORMATION INCLUDING A DESCRIPTION OF THE NATURE OF THE CONSTRUCTION ACTIVITY; THE INTENDED SEQUENCE OF MAJOR ACTIVITIES THAT DISTURB SOILS FOR MAJOR PORTIONS OF THE SITE; ESTIMATES OF THE TOTAL AREA OF THE SITE AND THE TOTAL AREA OF THE SITE THAT IS EXPECTED TO BE DISTURBED BY EXCAVATION, GRADING, OR OTHER CONSTRUCTION ACTIVITIES; EXISTING DATA DESCRIBING THE SOIL OR THE QUALITY OF ANY DISCHARGE FROM THE SITE AND AN ESTIMATE OF THE SIZE OF THE DRAINAGE AREA FOR EACH DISCHARGE POINT; A SITE MAP INDICATING DRAINAGE PATTERNS AND APPROXIMATE SLOPES ANTICIPATED AFTER MAJOR GRADING ACTIVITIES, AREAS OF SOIL DISTURBANCE, AN OUTLINE OF AREAS WHICH MAY NOT BE DISTURBED, THE LOCATION OF MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS IDENTIFIED IN THE PLAN, THE LOCATION OF AREAS WHERE STABILIZATION PRACTICES ARE EXPECTED TO OCCUR, SURFACE WATERS, WETLANDS, AND LOCATIONS WHERE STORMWATER IS DISCHARGED TO A SURFACE WATER OR MS4; AND THE LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT AND THE NAME OF THE RECEIVING WATER(S) FOR EACH DISCHARGE POINT. 14.THE FOLLOWING SITE DATA IS PROVIDED TO THE CONTRACTOR FOR USE IN PREPARING THE SWPPP AND COMPLETING THE NOI: TOTAL SITE AREA: TOTAL AREA IMPACTED BY CONSTRUCTION: EXISTING SITE SOILS: DRAINAGE AREA CONTRIBUTING TO EACH DISCHARGE POINT: LATITUDE AND LONGITUDE OF PROJECT LOCATION: MS4 OPERATOR NAME: RECEIVING WATERS: 15.STABILIZE ALL CONSTRUCTION SITE EXITS WITH COARSE AGGREGATE OR OTHER APPROVED MATERIALS IN ACCORDANCE WITH DETAILS IN THESE PLANS. OTHER MINIMUM CONSTRUCTION REQUIREMENTS THAT NEED TO BE IMPLEMENTED IN ORDER TO COMPLY WITH THE NPDES GENERIC PERMIT INCLUDE INSTALLATION OF SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL; CONSTRUCTING ROCK SURFACE TEMPORARY PARKING AREAS; INSTALLATION OF SEDIMENT BARRIERS DOWN SLOPE PRIOR TO CLEARING AND GRUBBING; INSTALLATION OF SEDIMENT BARRIERS ON THE DOWN SLOPE SIDE OF UTILITY CONSTRUCTION AND SOIL STOCKPILES; AND THE INSTALLATION OF SEDIMENT BARRIERS ON THE DOWN SLOPE SIDE OF GRADING ACTIVITIES. 16.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. 17.THE OWNER HAS THE AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. THE OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 18.THE CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 19.THE CONTRACTOR SHALL INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 20.FOR DRAINAGE BASINS WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, A TEMPORARY (OR PERMANENT) SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED, OR EQUIVALENT CONTROL MEASURES, SHALL BE PROVIDED WHERE ATTAINABLE UNTIL FINAL STABILIZATION OF THE SITE. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. FOR DRAINAGE BASINS WITH 10 OR MORE DISTURBED ACRES AT ONE TIME AND WHERE A TEMPORARY SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED, OR EQUIVALENT CONTROLS IS NOT ATTAINABLE, A COMBINATION OF SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS AND OTHER BMPS SHOULD BE USED. AT A MINIMUM, SILT FENCES (SEDIMENT BARRIERS), OR EQUIVALENT SEDIMENT CONTROLS ARE REQUIRED FOR ALL SIDESLOPE AND DOWNSLOPE BOUNDARIES OF THE CONSTRUCTION AREA. 21.WATER TRUCKS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR AND SHALL BE IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. 22.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. REPAIR OR REPLACE ALL DAMAGED SEDIMENT BARRIERS. REMOVE ACCUMULATED SEDIMENT ALONG ALL SILT FENCES WHERE THE HEIGHT OF THE SEDIMENT EXCEEDS ONE-THIRD OF THE HEIGHT OF THE SILT FENCE. INSPECT ALL TEMPORARY AND PERMANENT GRASSING AREAS AND RE-GRASS WHERE THERE ARE BARE SPOTS, WASHOUTS, OR UNHEALTHY GROWTH. 23.AT THE COMPLETION OF CONSTRUCTION, ONCE FINAL STABILIZATION HAS BEEN ACHIEVED, CLEAN ALL ACCUMULATED SEDIMENT FROM ALL STORM STRUCTURES, PIPELINES, AND STORMWATER PONDS. REMOVE ALL TEMPORARY SEDIMENT CONTROLS UPON RECEIPT OF AUTHORIZATION TO REMOVE HAS BEEN RECEIVED FROM THE OWNER OR ENGINEER. NOTE THAT THIS MAY NOT OCCUR FOR SOME TIME AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED, IN ORDER TO ENSURE THEIR REMOVAL HAS NOT OCCURRED UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED TO THE SATISFACTION OF THE OWNER AND ENGINEER. 24.NON_STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE GOVERNING LOCAL AGENCY. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ALLOWABLE NON-STORMWATER DISCHARGES INCLUDE DISCHARGES FROM FIRE FIGHTING ACTIVITIES; FIRE HYDRANT FLUSHING; WATER USED TO WASH VEHICLES OR CONTROL DUST; WATER FLOWING FROM POTABLE SOURCES AND WATER LINE FLUSHING; IRRIGATION DRAINAGE; AND RUNOFF FROM PAVEMENT WASH DOWN WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILLED MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS HAVE NOT BEEN USED. 25.SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE NOT ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS SHALL BE EMPTIED PERIODICALLY BY A CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE. 26.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 27.ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES SHALL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE FOR USE BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR AT LEAST ONCE A WEEK. 28.DISCHARGES RESULTING FROM GROUNDWATER DEWATERING ACTIVITIES AT CONSTRUCTION SITES ARE PERMITTED PROVIDED THE GROUNDWATER IS FREE OF SEDIMENTS, IS NOT CONTAMINATED, AND DEWATERING OCCURS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AGENCY REGULATIONS. 29.CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BE PREVENTED. THIS DOES NOT RELIEVE THE OPERATOR OF THE REPORTING REQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. THE OPERATOR SHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE A WRITTEN DESCRIPTION OF: THE RELEASE (INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT SUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN. THE SWPPP MUST BE MODIFIED WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO: PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLAN MUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE. SITE PREPARATION 1.UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2.STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3.PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4.WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE. 5.TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD 6.AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. 7.CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. 8.EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 9.GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS. DEWATERING 1.DESIGN AND PROVIDE A DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT WITH CURRENT INDUSTRY PRACTICE. PROVIDE A DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAINTAINED. 2.CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAD. 3.DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 4.OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. 5.IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. 6.CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE. 7.WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. GRADING 1.GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 2.ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 3.UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE-GRADER OPERATIONS. 4.SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF ¼-INCH PER FOOT FOR 10 FEET. FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN 1 INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED GRADE. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. 5.IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C0.2 GE N E R A L N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 1 Page 13 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C0.3 GE N E R A L N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 EXCAVATION, TRENCHING, AND FILL 1.THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2.ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. 3.POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN THREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER. 4.FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS. 5.IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE. A.ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. B.UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 6.PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 7.SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. 8.FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 9.SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA. 10.ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT. 11.EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS. 12.EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE. 13.TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. 14.ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH. MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; BACKFILL AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS = 95 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED IN ALL OTHER AREAS = 90 PERCENT. RIPRAP ALL RIPRAP CONSTRUCTION SHALL MEET THE REQUIREMENTS OF SECTION 530 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION UTILITY SEPARATION REQUIREMENTS 1.THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A.THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN. B.THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF 10 FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. C.THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 2.THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A.WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST EIGHTEEN INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST SIX FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS. B.WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST EIGHTEEN INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. 3.NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE. 4.NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: A.THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. B.SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. C.TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 5.THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES TO BE CONSIDERED FOR COST EVALUATION WITH NO GUARANTEE THEY WILL BE APPROVED FOR IMPLEMENTATION WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS. EXCEPTIONS FROM MEETING THE PIPE SEPARATION REQUIREMENTS, WITHOUT MITIGATION, SHALL BE ALLOWED ONLY BY FDEP IF TECHNICAL OR ECONOMIC JUSTIFICATIONS FOR EACH EXCEPTION PROVIDED BY THE ENGINEER ARE ACCEPTABLE TO FDEP AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CASE BY CASE BASIS. ALL POSSIBLE MEASURES TO ACHIEVE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENTS SHALL BE CONSIDERED FIRST ALONG WITH DESIGN CHANGES TO MEET THE REQUIREMENTS BEFORE THE ENGINEER SUBMITS A JUSTIFICATION OF AN EXCEPTION TO FDEP FOR APPROVAL. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL BY FDEP COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO ADDITIONAL COST. A.WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE: 1)USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE. 2)USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE. 3)USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE. B.WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION: 1)USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25 INCH THICK DUCTILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER. WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS 1.THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER AND RECLAIMED WATER SYSTEMS SHOWN ON THESE PLANS IS CITY OF OCOEE . THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF CITY OF OCOEE . 2.WATER VALVES, OR OTHER UTILITY INFRASTRUCTURE ARE TO BE OPERATED ONLY BY UTILITY PERSONNEL. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 3.ALL TESTING REQUIRED TO BE WITNESSED BY THE UTILITY REQUIRES A MINIMUM SEVENTY-TWO (72) HOURS ADVANCE NOTICE TO THE UTILITY. 4.ALL PROPOSED CONNECTIONS TO EXISTING MAINS (SUCH AS WET TAPS) REQUIRE A MINIMUM SEVENTY-TWO (72) HOURS ADVANCE NOTICE TO THE UTILITY. 5.ALL WATER AND RECLAIMED MAIN PIPE SHALL BE EITHER DUCTILE IRON OR PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 6.INSTALL ALL WATER AND RECLAIMED MAINS AT A MINIMUM 36 INCHES OF COVER. 7.BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSI/AWWA C150/A21.50 AND C151/ A21.51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 350; B) 14" THROUGH 24" DIAMETER = PC 250; C) 30" THROUGH 64" DIAMETER = PC 200. 8.EXPOSED PIPE 4” AND LARGER SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C115/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4" DIAMETER = TC 54; B) 6" THROUGH 24" DIAMETER = TC 53 9.DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSI/AWWA C105/A21.5. 10.PVC PIPE 4" - 30" SHALL CONFORM TO AWWA C900. PIPE SHALL CONFORM TO ASTM D1784, TYPE I, GRADE I, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 235 (DR18) PVC PIPE WITH CAST IRON OUTSIDE DIAMETER (CIOD), AND SHALL CONTAIN MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AWWA C900. THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH-ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 11.ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. ALL FULL BODY (C110/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 12.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS CEMENT MORTAR LINING PER ANSI/AWWA C104/A21.4. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL BE A PETROLEUM ASPHALTIC COATING IN ACCORDANCE WITH ANSI/AWWA C110/A21.10. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPOXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI-BUILD EPOXOLINE II SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. 13.MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. 14.RESTRAINED JOINTS FOR DUCTILE IRON PIPE BELL JOINTS SHALL BE AMERICAN FAST GRIP GASKET, MCWANE SURE GRIP 350 GASKET, U.S. PIPE FIELD LOK 350 GASKET, OR EBAA IRON MEGA LUG SERIES 1100HD. RESTRAINED JOINTS FOR DUCTILE IRON PIPE AND FITTING MECHANICAL JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 1100, STAR GRIP SERIES 3000, OR TYLER UNION TUF-GRIP SERIES TLD. LOCKING BELL JOINT RESTRAINT SHALL BE AMERICAN FLEX RING JOINT, AMERICAN LOK-RING JOINT, OR U.S. PIPE TR-FLEX. RESTRAINED JOINTS FOR PVC PIPE MECHANICAL JOINTS SHALL BE TYLER UNION SERIES 2000 TUF GRIP TLP, JCM SUR-GRIP BELL RESTRAINER, FORD UNI-FLANGE SERIES 1500 CIRCLE LOCK, OR EBAA IRON MEGA LUG SERIES 2000PV. RESTRAINED JOINTS FOR PVC PIPE PUSH ON JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 1500 OR SERIES 1600 (C900 PVC), SERIES 2800, FORD UNI-FLANGE SERIES 1390, OR SMITH-BLAIR BELL-LOK SERIES 165. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. VALVES ARE TO BE RESTRAINED ON EACH SIDE OF THE VALVE AT THE CONNECTION TO ADJOINING PIPE. 15.POLYETHYLENE PIPE AND TUBING USED FOR SERVICE LINES ½-3 INCH DIAMETER SHALL BE POLYETHYLENE IN ACCORDANCE WITH AWWA C901, STANDARD CODE DESIGNATION PE 4710, SDR 9 (OUTSIDE DIAMETER BASED DIMENSION RATIO), 250 PSI. PIPE SHALL BE COLOR CODED BLUE (POTABLE WATER) OR PURPLE (RECLAIMED WATER). PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 16.SERVICE SADDLES SHALL MEET THE REQUIREMENTS OF AWWA C800 AND SHALL CONSIST OF EPOXY COATED DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOUBLE STAINLESS STEEL STRAPS, BOLTS, WASHERS AND NUTS. STAINLESS STEEL SHALL BE TYPE 304, AND NUTS ARE TO BE TEFLON COATED. THE DUCTILE IRON BODY IS TO BE FUSION BONDED NYLON COATED, MINIMUM THICKNESS 12 MILS, OUTLET OF SADDLE IS TO HAVE NPT THREADS. SERVICE SADDLES SHALL BE MANUFACTURED BY FORD, MUELLER, OR SMITH-BLAIR. 17.ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH AWWA C800 AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V" AT ALL VALVE LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. 18.UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TO THE CORPORATION STOP. 19.UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. 20.VALVES 4 INCHES AND LARGER SHALL BE LINED AND COATED. BURIED AND EXPOSED VALVES SHALL BE COATED INSIDE AND OUT WITH A RUST INHIBITING EPOXY PRIMER, FOLLOWED BY AN EPOXY COATING MEETING THE REQUIREMENTS OF AWWA C550, APPLIED AT THE FACTORY. THE INTERIOR OF VALVES WITH A CAST IRON OR DUCTILE IRON BODY SHALL BE COATED WITH AN EPOXY PROTECTIVE COATING MEETING NSF INTERNATIONAL STANDARD 61 AND AWWA C550. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI-BUILD EPOXOLINE II SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. 21.ALL VALVES 12" AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. GATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AWWA C509 OR AWWA C515. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2000, NON-RISING STEM WITH O-RING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 22.TAPPING SLEEVES ARE TO BE 18-8 TYPE 304 STAINLESS STEEL AND STAINLESS STEEL OUTLET, AS MANUFACTURED BY JCM OR APPROVED EQUAL. TAPPING VALVES SHALL BE RESILIENT SEATED GATE VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF AWWA C509. TAPPING VALVES SHALL BE AMERICAN FLOW CONTROL SERIES 2500, CLOW SERIES F-6100, OR MUELLER SERIES A2361. 23.VALVES 14" AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE CONSTRUCTED OF CAST IRON OR DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO FLOW. DISC SHALL BE CAST IRON OR DUCTILE IRON. THE RESILIENT SEAT SHALL MATE WITH A 304 OR 316 STAINLESS STEEL SURFACE. 24.VALVE SEATS SHALL BE MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC. O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE. SEATS FOR VALVES 14" DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHOUT THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING-NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. 25.ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER AND SHALL BE HEAVY DUTY TRAFFIC RATED. VALVE BOXES SHALL BE CAST IRON. VALVE BOX LIDS SHALL BE CAST IRON H-20 LOAD RATED. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. ALL VALVE BOX EXTENSIONS SHALL BE CAST IRON. VALVE BOX LIDS IN PAVED AREAS SHALL BE LOCKABLE. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN AND VALVE BOXES IN PAVED AREAS SHALL BE ADJUSTABLE SCREW TYPE. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION "WATER" OR “RECLAIMED WATER”. IN UNPAVED AREAS, INSTALL A 2-FT X 2-FT X 6-IN THICK CONCRETE PAD (2500 PSI) AT EACH VALVE. ALL VALVE BOX COVERS SHALL BE PAINTED WITH A THREE COAT SYSTEM. THE FIRST COAT SHALL BE PRIMER, 2.5-3.5 MIL DRY FILM THICKNESS (DFT) TNEMEC SERIES 135 CHEMBUILD OR APPROVED EQUAL; THE INTERMEDIATE COAT SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI-BUILD EPOXOLINE II SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE BLUE (WATER) OR PURPLE (RECLAIMED WATER) OR AS APPROVED BY THE LOCAL UTILITY. 26.PVC PIPES SHALL BE COLOR CODED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) AND STENCILED (0.75-INCH LETTERING ON THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION) “POTABLE WATER MAIN” OR “RECALIMED WATER MAIN” AS APPLICABLE. 27.INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. APPLY TAPE TO SURFACE OF PIPE, CONTINUOUSLY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAINS), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER MAINS). PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 28.INSTALL WARNING TAPE ALONG ALL PIPELINES, PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) WITH BLACK LETTERING, CODED AND WORDED “CAUTION: WATER MAIN BURIED BELOW”, OR “CAUTION: RECLAIMED WATER MAIN BURIED BELOW”, AS APPLICABLE. 29.INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR-CODED 10 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2" AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER LOCAL UTILITY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. 30.ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 31.TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 32.PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 33.ALL SERVICE LINES SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 34.THE SEQUENCE OF TESTING AND DISINFECTION SHALL BE AS FOLLOWS: 1) CONDUCT PRESSURE AND LEAKAGE TESTING; 2) PERFORM FLUSHING PER UTILITY REQUIREMENTS AND AWWA C651; 3) DISINFECT THE WATER MAIN, INCLUDING VALVES AND FITTINGS; AND 4) DECHLORINATE AND FLUSH AFTER DISINFECTION. 35.APPLY LEAKAGE TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS) OR 150 PSI (RECLAIMED WATER MAINS). MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 36.NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON-POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 37.TESTED SECTIONS OF BURIED PIPING WITH SLIP-TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/148000 WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 38.ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. 39.PRIOR TO DISINFECTION, CONDUCT FULL DIAMETER FLUSHING OF PIPELINE IN SECTIONS IN ORDER TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. 40.OBTAIN A MINIMUM FLUSHING VELOCITY OF 2.5 FEET PER SECOND PER AWWA C651. 41.ALL TAPS REQUIRED FOR FLUSHING AND THE TEMPORARY OR PERMANENT RELEASE OF AIR AS NEEDED FOR FLUSHING SHALL BE PROVIDED BY THE CONTRACTOR. 42.DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651. THE DISCHARGE LOCATIONS FOR THE CHLORINATED WATER SHALL BE APPROVED BY THE OWNER. NEUTRALIZE THE CHLORINE RESIDUAL BY MEANS OF A REDUCING AGENT IN ACCORDANCE WITH AWWA C651. 43.ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. ALL BACTERIOLOGICAL TESTING INCLUDING COLLECTION OF SAMPLES FOR TESTING SHALL BE PERFORMED BY A STATE CERTIFIED LABORATORY CONTRACTED BY THE CONTRACTOR. ALL WATER SAMPLE COLLECTION SHALL TAKE PLACE WITH A REPRESENTATIVE OF THE UTILITY PRESENT. PROPER CHAIN OF CUSTODY PROCEDURES MUST BE FOLLOWED. COPIES OF ALL TESTING RESULTS AND ALL RELATED CORRESPONDENCE FROM THE TESTING LAB SHALL BE SUBMITTED TO THE OWNER, UTILITY, AND ENGINEER. SAMPLE LOCATIONS SHALL BE ALONG EVERY 1200 FEET OF NEW MAIN, PLUS ONE FROM EACH END OF THE LINE AND AT LEAST ONE FROM EACH BRANCH. THE SAMPLE POINTS MUST HAVE A BRASS NON-THREADED SMOOTH-NOSED DOWNWARD SPOUTED HOSE BIBB MOUNTED ON A RIGID STAND PIPE AT LEAST THREE FEET ABOVE THE FINISH GRADE. NO HOSE OR FIRE HYDRANT SHALL BE USED IN THE COLLECTION OF SAMPLES. WARNING TAGS SHALL BE ATTACHED TO EACH SAMPLE POINT. FIRE PROTECTION SYSTEMS 1.COMBUSTIBLE CONSTRUCTION CANNOT OCCUR UNTIL PROPER DOCUMENTATION HAS BEEN SUBMITTED TO THE LOCAL FIRE MARSHAL. DOCUMENTATION SHALL SHOW THAT HYDRANTS HAVE BEEN INSTALLED, TESTED, AND ARE IN PROPER WORKING ORDER. 2.INSTALL ALL FIRE LINE PIPING AT A MINIMUM 36 INCHES OF COVER. 3.ALL FIRE LINE PIPING FROM POINT OF SERVICE AS DEFINED BY FS 633.102(24) SHALL BE C900 DR 14, CAST IRON OUTSIDE DIAMETER (CIOD). THE FIRE LINE SHALL BE PRESSURE TESTED TO 200 PSI FOR A MINIMUM OF TWO HOURS, TESTED IN ACCORDANCE WITH NFPA 24. 4.THE CONTRACTOR INSTALLING THE UNDERGROUND FIRE PROTECTION PIPING SHALL HOLD A CLASS I, II, OR LEVEL V CERTIFICATION AS ISSUED BY THE STATE OF FLORIDA, AS REQUIRED BY FS 633.021(5). 5.ALL FIRE PROTECTION SPRINKLER SYSTEMS INSTALLED SHALL COMPLY WITH NFPA 13, AND SHALL BE MONITORED BY A COMPANY LISTED AS A CENTRAL STATION. 6.HYDRANTS SHALL CONFORM TO AWWA C502 AND SHALL BE FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED. 7.ALL HYDRANTS SHALL BE OF BREAKABLE TYPE, WITH THE BREAKABLE SECTION LOCATED SLIGHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CONTAIN TWO-TWO AND A HALF INCH (2-1/2") HOSE CONNECTIONS AND ONE-FOUR AND A HALF INCH (4-1/2") STEAMER CONNECTIONS WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4") VALVE OPENING, SIX INCH (6") DIAMETER MECHANICAL JOINT INLET, ONE AND ONE-HALF INCH (1-1/2") PENTAGON OPERATING NUT. THE HYDRANTS SHALL OPEN COUNTERCLOCKWISE. 8.ALL HYDRANTS SHALL BE PAINTED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPER'S "GLAMORTEX" NO. 622 RUST PRIMER AND THE FINISH PAINT SHALL BE TWO COATS OF ENAMEL OR SPECIAL COATING TO COLOR AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. 9.BLUE PAVEMENT REFLECTORS (CAT EYES) SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OF ALL FIRE HYDRANTS. THERE SHALL BE NO TREES, SHRUBS, OR LANDSCAPING PLANTED AROUND THE FIRE HYDRANTS OR IN AREAS DESIGNATED AS FIRE LANES. 10.NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER; SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN; AND TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 11.THE SEQUENCE OF TESTING AND DISINFECTION SHALL BE AS FOLLOWS: 1) CONDUCT FIRE FLOW, PRESSURE AND LEAKAGE TESTING; 2) PERFORM FLUSHING PER UTILITY REQUIREMENTS AND AWWA C651; 3) DISINFECT THE WATER MAIN, INCLUDING VALVES AND FITTINGS; AND 4) FLUSH AFTER DISINFECTION. 12.THE CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND THE UTILITY. HYDRANTS SHALL DELIVER A MINIMUM OF 1250 GPM WITH A RESIDUAL PRESSURE OF 20 PSI. 13.APPLY LEAKAGE TEST PRESSURE OF 200 PSI (FIRE MAINS) MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 14.NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON-POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 15.TESTED SECTIONS OF BURIED PIPING WITH SLIP-TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/148000 WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 16.DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. 17.ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651. SANITARY SEWER SYSTEMS 1.THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS CITY OF OCOEE . THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF CITY OF OCOEE . 2.PVC SEWER PIPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO ASTM D3034 AND SHALL BE SDR 35 FOR 4" THROUGH 15", AND ASTM F 679, WALL THICKNESS T-1, FOR PIPE 18" THROUGH 27". 3.INSTALL ALL SEWER MAINS AT A MINIMUM 36 INCHES OF COVER. 4.JOINTS SHALL MEET THE REQUIREMENTS OF ASTM D3212 USING RUBBER GASKETS CONFORMING TO ASTM F477. 5.FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. 6.PVC SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE" (2" LETTERING ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). 7.INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER LINE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 8.INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED “CAUTION: SEWER BURIED BELOW”. INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE. 9.CONNECTIONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE. 10.PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 11.PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 12.ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 13.PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 14.CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE IS 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TEST IS 0.5 PSIG. MINIMUM REQUIRED TEST TIME (DURATION) IS: A) 4" PIPE = 1 MIN 53 SEC; B) 6" PIPE = 2 MIN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C) 8" PIPE = 3 MIN 47 SEC, OR 0.760 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; D) 10" PIPE = 4 MIN 43 SEC, OR 1.187 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12" PIPE = 5 MIN 40 SEC, OR 1.709 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER. 15.CONDUCT LEAKAGE TESTING OF MANHOLES BY PLUGGING INVERTS AND FILLING MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR. 16.CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 6” SEWER = 5.45” MANDREL; 8” SEWER = 7.28” MANDREL; 10” SEWER = 9.08” MANDREL; 12” SEWER = 10.79” MANDREL; 15” SEWER = 13.20” MANDREL; 18” SEWER = 16.13” MANDREL; 21” SEWER = 19.00” MANDREL; 24” SEWER = 21.36” MANDREL; 27” SEWER = 24.06” MANDREL. 17.DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE-TESTED FOR LEAKAGE. STORM SEWER SYSTEMS 1.ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ROUND CONCRETE PIPE SHALL COMPLY WITH ASTM C76 AND SHALL BE CLASS III PIPE. ELLIPTICAL CONCRETE PIPE SHALL COMPLY WITH ASTM C507. PIPE JOINTS SHALL COMPLY WITH ASTM C443 AND FDOT SPECIFICATION SECTION 430, AND RUBBER GASKETS SHALL COMPLY WITH FDOT SPECIFICATION SECTION 942. MINIMUM COVER OVER THE PIPE, INCLUDING COVER OVER THE BELL OF THE PIPE WHERE APPLICABLE, SHALL BE 30 INCHES. 2.RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRESSIVE STRENGTH OF THE PIPE HAS REACHED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED. 3.CORRUGATED POLYETHYLENE PIPE AND FITTINGS 4 INCH THROUGH 10 INCH DIAMETER SHALL COMPLY WITH AASHTO M252, TYPE S. PIPE 12 INCH THROUGH 48 INCH DIAMETER SHALL COMPLY WITH AASHTO M294, TYPE S, AND ASTM F2306. PIPE 54 INCH THROUGH 60 INCH DIAMETER SHALL COMPLY WITH FDOT SPECIFICATION SECTION 948 (CLASS II PIPE) AND SHALL COMPLY WITH AASHTO M294. VIRGIN MATERIAL FOR THE PRODUCTION OF PIPE AND FITTINGS SHALL BE HIGH DENSITY POLYETHYLENE CONFORMING TO THE MINIMUM REQUIREMENTS OF CELL CLASSIFICATION 424420C FOR 4-INCH THROUGH 10-INCH DIAMETERS AND 435400C FOR 12-INCH THROUGH 60-INCH DIAMETERS PER ASTM D3350. THE 12-INCH THROUGH 60-INCH VIRGIN PIPE MATERIAL SHALL COMPLY WITH THE NOTCHED CONSTANT LIGAMENT-STRESS (NCLS) TEST AS SPECIFIED IN ASTM F2306. BELL JOINTS FOR 4 INCH THROUGH 10 INCH DIAMETER PIPE SHALL BE PUSH-ON SLEEVE. BELL JOINTS FOR 12 INCH THROUGH 60 INCH DIAMETER PIPE SHALL BE INTEGRALLY FORMED ON PIPE. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM D3212. GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND SHALL COMPLY WITH ASTM F477. 4.UNDERDRAIN PIPE SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH ASTM F758. FILTER FABRIC UNDERDRAIN SOCK SHALL BE TYPE D-3 IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 985. 5.ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 985, TYPE D-3, A.O.S. 70-100. INSTALL IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 430-001. PROVIDE MINIMUM 12" OVERLAP. 6.INSTALL POLYETHYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. MINIMUM COVER OVER POLYETHYLENE PIPE SHALL BE AS FOLLOWS: A) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS SUITABLE SOILS AS DEFINED IN THE GENERAL NOTES: MINIMUM COVER SHALL BE 36 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER; B) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS MANUFACTURED AGGREGATES CLASS 1A OR 1B AS DEFINED IN ASTM D2321: MINIMUM COVER SHALL BE 30 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER. 7.INSTALL UNDERDRAINS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 440. INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS. 8.PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND STRUCTURES. FOR PIPE 48 INCHES OR LESS IN DIAMETER, CONDUCT A VIDEO INSPECTION IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 430. PROVIDE A VIDEO DVD AND REPORT USING LOW BARREL DISTORTION VIDEO EQUIPMENT WITH LASER PROFILE TECHNOLOGY, NON-CONTACT VIDEO MICROMETER AND ASSOCIATED SOFTWARE THAT PROVIDES THE FOLLOWING: ACTUAL RECORDED LENGTH AND WIDTH MEASUREMENTS OF ALL CRACKS WITHIN THE PIPE; ACTUAL RECORDED SEPARATION MEASUREMENT OF ALL PIPE JOINTS; PIPE OVALITY REPORT; DEFLECTION MEASUREMENTS AND GRAPHICAL DIAMETER ANALYSIS REPORT IN TERMS OF X AND Y AXIS; FLAT ANALYSIS REPORT; REPRESENTATIVE DIAMETER OF PIPE; PIPE DEFORMATION MEASUREMENTS, LEAKS, DEBRIS, OR OTHER DAMAGE OR DEFECTS; DEVIATION IN PIPE LINE AND GRADE, JOINT GAPS, AND JOINT MISALIGNMENT; A VIDEO RECORD OF THE ACTUAL SPEED AT WHICH THE CAMERA IS TRAVELING; THROUGH THE PIPE, ENSURING THAT THE RATE OF TRAVEL DOES NOT EXCEED THE LIMIT DEFINED IN FDOT SPECIFICATION SECTION 430. Page 14 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C0.4 SI T E S P E C I F I C N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 PAVING, SIDEWALKS, AND CURBING 1.MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2.ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. MATERIAL STABILITY AND DENSITY REQUIREMENTS ARE AS FOLLOWS: A.TYPE SP STRUCTURAL COURSE (SP-12.5) B.LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN 6" MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE ASPHALT BASE COURSE TYPE SP (MIN. STABILITY OF 1000 LBS) OR CRUSHED CONCRETE (PER FDOT SPECIFICATION SECTION 911, MIN LBR OF 150) AT NO ADDITIONAL COST, PROVIDED THE STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED LIMEROCK BASE. C.SUBGRADE: STABILIZE TO A MIN. LBR OF 40, COMPACT TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY (AASTHO T-180). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBGRADE (MIN. LBR OF 100) OR CRUSHED CONCRETE (PER FDOT SPECIFICATION SECTION 911, MIN LBR OF 150) AT NO ADDITIONAL COST, PROVIDED THE STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED SUBGRADE. 3.SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4-IN THICK CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. SAWCUT 0.1875-INCH JOINTS EVERY 5-FT ON CENTER (1.50-INCH DEEP). SAWCUT WITHIN 96 HOURS. SAWCUT 0.50-INCH JOINTS EVERY 30-FT ON CENTER (1.50-INCH DEEP). SAWCUT WITHIN 12 HOURS. FORM 0.50-INCH EXPANSION JOINTS EVERY 120-FT MAXIMUM SPACING ALONG SIDEWALK AND BETWEEN THE SIDEWALK AND THE CURB OR DRIVEWAY OR AT FIXED OBJECTS AND SIDEWALK INTERSECTIONS WITH A PREFORMED JOINT FILLER MEETING THE REQUIREMENTS OF FDOT SPECIFICATION 932. CONCRETE SIDEWALK SHALL BE 6-IN THICK ACROSS ALL DRIVEWAYS. 4.HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. 5.CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FDOT CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. FIELD COMPACTION DENSITY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB-BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB-BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY, PROVIDE MIN. OF ONE TEST FOR EACH PER DAY'S CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). PAD PREPARATION NOTES 1.ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. 2.FOR THE BUILDING INTERIOR SLAB-ON-GRADE, THE 6" THICK BASE MATERIAL SHALL CONFORM TO FDOT LIMEROCK MATERIAL, WITH AT LEAST 97% (BY WEIGHT) PASSING A 3.5 INCH SIEVE AND THE MATERIAL SHALL BE GRADED UNIFORMLY DOWN TO DUST. 3.THE FINE MATERIAL SHALL CONSIST ENTIRELY OF DUST OF FRACTURE. THE LIMEROCK SHALL HAVE A LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 AND NO MORE THAN 20% FINES WHEN WASHED THROUGH A NO. 200 SIEVE. 4.INSTALL A MINIMUM 15-MIL VAPOR RETARDER, MEETING ASTM E 1745 "CLASS A" REQUIREMENTS, PLACED ABOVE THE BASE AND DIRECTLY BELOW THE SLAB. 5.THE BASE MATERIAL SHALL BE FREE OF ANY ASPHALT OR VOLATILE ORGANIC MATERIALS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. 7.ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. 8.ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. FOR ADDITIONAL INFORMATION ON SITE PREPARATION AND RECOMMENDATIONS TO BE FOLLOWED REFERENCE UDE REPORT NO. 2104240. PAVING TIMING REQUIREMENTS 1.INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OF THE REMOVAL/OPEN CUTTING OF EXISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR SIDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. 2.AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASE COURSE. TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL COURSE. 3.AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. SIGNS AND PAVEMENT MARKINGS 1.ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” AND THE LATEST IMPLEMENTED EDITION OF FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 700-010, 700-101, 700-102, AND 711-101. GENERALLY, ALL MARKINGS SHALL CONFORM TO THE FOLLOWING: 6" EDGE LINES, 6" LANE LINES, 6" SINGLE CENTERLINES, AND 6" DOUBLE LINE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS. 2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS. RAISED PAVEMENT MARKERS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 970, CLASS B, INSTALLED IN ACCORDANCE WITH THESE PLANS AND FDOT INDEX NO. 706-001. 3.PARKING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATION SECTION 971, NON-REFLECTIVE WHITE TRAFFIC PAINT. 4.ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN THREE-INCH LETTERS. 5.INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTIVE. 6.THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 7.ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION, A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED. HORIZONTAL DIRECTIONAL DRILLING 1.POLYETHYLENE PIPE AND FITTINGS FOR POTABLE WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C906, STANDARD CODE DESIGNATION STANDARD CODE DESIGNATION PE 3408. PIPE 4-30 INCH DIAMETER SHALL BE DR11, PC 160. THE MANUFACTURER SHALL CERTIFY THAT THE MATERIALS USED TO MANUFACTURE PIPE AND FITTINGS MEET THESE REQUIREMENTS. THE PIPE SIZING SHALL BE IN ACCORDANCE WITH DUCTILE IRON SIZING SYSTEM (DIOD). PIPE USING THE NEWER ASTM DESIGNATIONS FOR THE MATERIAL IS ACCEPTABLE, PROVIDED IT IS STAMPED “PE3408/PE4710 - AWWA C906” OR “PE3408/PE3608/PE4710 - AWWA C906”. 2.POLYETHYLENE PIPE AND FITTINGS FOR RECLAIMED WATER, SEWER FORCE MAIN, OR STORM SEWER SHALL BE IN ACCORDANCE WITH AWWA C906, STANDARD CODE DESIGNATION PE 4710, DR 11, 200 PSI. THE MANUFACTURER SHALL CERTIFY THAT THE MATERIALS USED TO MANUFACTURE PIPE AND FITTINGS MEET THESE REQUIREMENTS. THE PIPE SIZING SHALL BE IN ACCORDANCE WITH DUCTILE IRON PIPE SIZING SYSTEM (DIPS) 3.POLYETHYLENE PIPE AND TUBING USED FOR SERVICE LINES ½-3 INCH DIAMETER SHALL BE POLYETHYLENE IN ACCORDANCE WITH AWWA C901, STANDARD CODE DESIGNATION PE 4710, SDR 9 (OUTSIDE DIAMETER BASED DIMENSION RATIO), 250 PSI. PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. PIPE AND TUBING SHALL BE COLOR CODED BLUE FOR POTABLE WATER, PURPLE FOR RECLAIMED WATER, AND GREEN FOR SANITARY SEWER. 4.POLYETHYLENE MECHANICAL JOINT ADAPTERS AND FLANGE ADAPTERS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C906. MECHANICAL JOINT ADAPTERS SHALL BE FITTED WITH GLAND RINGS PRESSURE RATED EQUAL TO OR GREATER THAN THE MATING PIPE, AND SHALL BE MADE WITH SUFFICIENT THROUGH-BORE LENGTH TO BE CLAMPED IN A HEAT FUSION JOINING MACHINE WITHOUT THE USE OF SUB-END HOLDER. THE SEALING SURFACE OF THE FLANGE ADAPTER SHALL BE MACHINED WITH A SERIES OF SMALL V-SHAPED GROOVES TO PROVIDE GASTKETLESS SEALING, OR TO RESTRAIN THE GASKET AGAINST BLOW-OUT. 5.HDPE PIPE TERMINATIONS SHALL BE FITTED WITH A MECHANICAL JOINT ADAPTER KIT THAT WILL ENABLE THE HDPE PIPE TO BE JOINED WITH MECHANICAL JOINT FITTINGS. THE ADAPTER SHALL BE AWWA COMPLIANT, AND THE PRESSURE RATING FOR THE ADAPTER SHALL MATCH THE PRESSURE RATING FOR THE HDPE PIPE. MECHANICAL JOINT ADAPTERS SHALL BE MANUFACTURED IN STANDARD DIPS SIZES FOR CONNECTING DIPS SIZED POLYETHYLENE PIPE TO MECHANICAL JOINT FITTINGS, SHALL CONTAIN A STAINLESS STEEL REINFORCING COLLAR AND AWWA C110 DUCTILE IRON GLAND RING, GASKET AND EXTRA LENGTH T-BOLTS. 6.GLANDS, BOLTS, AND GASKETS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C153. BOLTS AND NUTS SHALL BE GRADE 2 OR HIGHER. 7.ALL POLYETHYLENE PIPE SHALL BE BLACK, AND SHALL CONTAIN A CONTINUOUS COLORED STRIPE, 2 INCHES WIDE, LOCATED AT NO GREATER THAN 90 DEGREE INTERVALS AROUND THE PIPE. STRIPE COLOR SHALL BE EITHER BLUE (WATER MAINS), PURPLE (RECLAIMED WATER MAINS), GREEN (SANITARY SEWER AND FORCE MAINS) OR BLACK (NO STRIPE - STORM SEWER). 8.TRACER WIRE SHALL BE COLOR-CODED 10 GAUGE CONTINUOUS INSULATED WIRE, WITH HDPE JACKET (MIN. THICKNESS OF 45 MILS) SPECIFICALLY MANUFACTURED FOR USE IN HORIZONTAL DIRECTIONAL DRILL INSTALLATIONS. THE COLOR OF THE WIRE JACKET SHALL BE SIMILAR TO PIPELINE IDENTIFICATION COLORS. INSTALL TRACER WIRE ALONG POLYETHYLENE PIPE PRIOR TO PULLING THROUGH BORE HOLE. TAPE WIRE TO PIPE EVERY 5 FEET MINIMUM ALONG THE PIPELINE. AFTER PULLING PIPE, CLEAN EXPOSED ENDS FOR INSTALLATION OF FITTINGS, TEST TRACER WIRE FOR CONTINUITY. 9.HIGH DENSITY POLYETHYLENE PIPE SHALL BE HEAT FUSED AND TESTED AS PER MANUFACTURER'S GUIDELINES BEFORE INSTALLATION IN THE BORE HOLE. 10.BRANCH CONNECTIONS TO THE MAIN SHALL BE MADE WITH POLYETHYLENE SADDLE FITTINGS OR MECHANICAL JOINT DUCTILE IRON TEES. 11.JOINTS BETWEEN PLAIN END POLYETHYLENE PIPES AND POLYETHYLENE FITTINGS SHALL BE MADE BY BUTT FUSION, AND JOINTS BETWEEN THE POLYETHYLENE MAIN AND SADDLE BRANCH POLYETHYLENE FITTINGS SHALL BE MADE USING SADDLE FUSION USING ONLY PROCEDURES THAT ARE RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. EXTERNAL AND INTERNAL BEADS SHALL NOT BE REMOVED. 12.CONNECT POLYETHYLENE PIPE TO HYDRANTS, VALVES, AND DUCTILE IRON FITTINGS USING A MECHANICAL JOINT ADAPTER WITH A GLAND RING. PLACE GLAND RING BEHIND ADAPTER PRIOR TO FUSING. FUSE USING AN ELECTROFUSION COUPLING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AFTER FUSING, CONNECT TO MECHANICAL JOINT. RESTRAIN ALL NON-POLYETHYLENE PIPE AND PRESSURE TEST CONNECTIONS AS REQUIRED IN INDIVIDUAL PIPELINE GENERAL NOTES. 13.CONNECT POLYETHYLENE PIPE TO ABOVE GRADE VALVES AND FITTINGS USING MECHANICAL FLANGE ADAPTERS. THE FLANGE ADAPTERS ARE TO BE SELF-RESTRAINED. 14.INSTALL ALL MECHANICAL JOINTS AND FLANGE CONNECTIONS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURE. AT LEAST 1 HOUR AFTER INITIAL ASSEMBLY, FLANGE CONNECTIONS SHALL BE RE-TIGHTENED FOLLOWING THE TIGHTENING PATTERN AND TORQUE STEP RECOMMENDATIONS OF THE MANUFACTURER. THE FINAL TIGHTENING TORQUE SHALL BE 100 FT-LBS OR LESS AS RECOMMENDED BY THE MANUFACTURER. 15.THE SIZE OF THE HORIZONTAL DIRECTIONAL DRILL RIG USED SHALL BE THE INDUSTRY STANDARD SIZE NEEDED BASED ON DRILLING DISTANCE, PIPE DIAMETER, AND SOIL CONDITIONS. 16.AT ROAD CROSSINGS WITHIN FDOT RIGHT-OF-WAY, THE MINIMUM COVER SHALL BE 10 TIMES THE REAMER SIZE IN INCHES UNDER THE PAVED SURFACE. ANY PROPOSED CHANGES TO THE DEPTH AND LENGTH OF THE DIRECTIONAL BORE FROM WHAT IS SHOWN ON THE DRAWINGS MUST BE APPROVED BY THE ENGINEER IN WRITING, PRIOR TO COMMENCEMENT OF DRILLING. 17.AT ROAD CROSSINGS WITHIN PUBLIC OR PRIVATE RIGHT-OF-WAY THAT IS NOT FDOT RIGHT-OF-WAY, THE MINIMUM COVER SHALL BE AS INDICATED IN THE DRAWINGS. IN NO CASE SHALL MAINS 4" AND LARGER HAVE LESS THAN 4 FEET COVER AT ROAD CROSSINGS. ANY PROPOSED CHANGES TO THE DEPTH AND LENGTH OF THE DIRECTIONAL BORE FROM WHAT IS SHOWN ON THE DRAWINGS MUST BE APPROVED BY THE ENGINEER IN WRITING, PRIOR TO COMMENCEMENT OF DRILLING. 18.IN ROAD RIGHT-OF-WAY IN NON-PAVED AREAS, THE MINIMUM DIRECTIONAL BORE DEPTH SHALL BE 4 FEET MINIMUM AND 8 FEET MAXIMUM (TYPICAL DEPTH OF 4-6 FEET), AS INDICATED ON THE DRAWINGS. 19.AS-BUILT VARIANCE FROM THE DESIGN BOREPATH SHALL BE WITHIN 2 FEET IN THE HORIZONTAL PLANE. VERTICALLY, INSTALL AT ROAD CROSSINGS AT THE MINIMUM DEPTH SPECIFIED HEREIN, AND INSTALL AT A MAXIMUM DEPTH OF NO MORE THAN 3-FT DEEPER THAN THE SPECIFIED MINIMUM DEPTH. ANY PROPOSED CHANGE TO THE LENGTH OF THE DIRECTIONAL DRILLED PIPELINE MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. FINAL ACCEPTANCE INCLUDING FINAL PAYMENT OF DIRECTIONAL BORED PIPELINES WILL NOT BE MADE UNTIL DIRECTIONAL BORE LOGS HAVE BEEN SUBMITTED AND THE INFORMATION ON THE BORE LOGS DOCUMENTS THE DEPTH OF THE INSTALLED PIPELINE IS IN ACCORDANCE WITH THESE GENERAL NOTES. 20.BACK REAMING SHALL BE CONDUCTED TO ENLARGE AND PREPARE THE BORE HOLE FOR PIPE INSTALLATION. MINIMIZE POTENTIAL DAMAGE FROM SOIL DISPLACEMENT OR SETTLEMENT BY LIMITING THE RATIO OF THE BORE HOLE TO THE PRODUCT SIZE. THE SIZE OF THE BACK REAMER BIT OR PILOT BIT, IF NO BACK REAMING IS REQUIRED, SHALL BE LIMITED RELATIVE TO THE PRODUCT DIAMETER TO BE INSTALLED AS FOLLOWS:: 4” PIPE = 8” BIT; 6” PIPE = 10” BIT; 8” PIPE = 12” BIT; 10” PIPE = 14” BIT; 12” AND LARGER PIPE = BIT TO BE PIPE OUTSIDE DIAMETER PLUS 6 INCHES. NOTE THESE REAMER SIZES ARE APPROXIMATE. SHOULD THE DIRECTIONAL DRILL CONTRACTOR CHOOSE TO USE A LARGER REAMER SIZE, THE LARGER SIZE COULD RESULT IN THE NEED FOR A DEEPER AND LONGER BORE. THE RESULTING INCREASED BORE LENGTH AND OR DEPTH SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 21.ENSURE ADEQUATE REMOVAL OF SOIL CUTTINGS AND STABILITY OF THE BORE HOLE BY MONITORING THE DRILLING FLUIDS SUCH AS THE PUMPING RATE, PRESSURES, VISCOSITY AND DENSITY DURING THE PILOT BORE, BACK REAMING AND PIPE INSTALLATION. OBTAIN THE ENGINEER'S APPROVAL OF THE LOCATION AND ALL CONDITIONS NECESSARY TO CONSTRUCT RELIEF HOLES TO RELIEVE EXCESS PRESSURE AND ENSURE THE PROPER DISPOSITION OF DRILLING FLUIDS IS MAINTAINED. 22.MINIMIZE HEAVING DURING PULL BACK. THE PULL BACK RATE USED SHALL MAXIMIZE THE REMOVAL OF SOIL CUTTINGS WITHOUT BUILDING EXCESS DOWN HOLE PRESSURE. CONTAIN EXCESS DRILLING FLUIDS AT ENTRY AND EXIT POINTS UNTIL THEY ARE RECYCLED OR REMOVED FROM THE SITE OR VACUUMED DURING DRILLING OPERATIONS. ENTRY AND EXIT PITS ARE TO BE OF SUFFICIENT SIZE TO CONTAIN THE EXPECTED RETURN OF DRILLING FLUIDS AND SOIL CUTTINGS. 23.ENSURE THAT ALL DRILLING FLUIDS ARE DISPOSED OF OR RECYCLED IN A MANNER ACCEPTABLE TO THE APPROPRIATE LOCAL, STATE, OR FEDERAL REGULATORY AGENCIES. IF IN THE DRILLING PROCESS IT BECOMES EVIDENT THAT THE SOIL IS CONTAMINATED, CONTACT THE ENGINEER IMMEDIATELY. DO NOT CONTINUE DRILLING WITHOUT THE ENGINEER'S APPROVAL. 24.INSTALL THE CARRIER IN THE BORE HOLE WITHIN THE SAME DAY THAT THE PRE-BORE IS COMPLETED TO ENSURE STABILITY. 25.IF AN OBSTRUCTION IS ENCOUNTERED DURING BORING WHICH PREVENTS COMPLETION OF THE INSTALLATION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, EITHER REMOVE THE PIPE OR ABANDON THE PIPE IN PLACE AT THE DISCRETION OF THE ENGINEER. IF PIPE CANNOT BE WITHDRAWN AND ENGINEER APPROVES ABANDONING THE PIPE IN PLACE, CUT PIPE OFF AT LEAST 3 FEET BELOW GROUND SURFACE, FILL ANNULAR SPACE AND PIPE WITH EXCAVATABLE FLOWABLE FILL AND CAP ENDS OF PIPE WITH BLIND FLANGE. 26.IN THE EVENT OF FAILURE TO INSTALL PIPE, RETAIN POSSESSION OF PIPE AND REMOVE IT FROM THE SITE. UPON APPROVAL OF THE ENGINEER, FILL THE ABANDONED BORE HOLE WITH EXCAVATABLE FLOWABLE FILL. SUBMIT A NEW INSTALLATION PROCEDURE AND REVISED PLANS TO THE ENGINEER FOR APPROVAL BEFORE RESUMING WORK AT ANOTHER LOCATION. 27.IF THE SUBMITTED BORING LOGS INDICATE THE INSTALLED ALIGNMENT DOES NOT MEET VERTICAL OR HORIZONTAL ALIGNMENT REQUIREMENTS, THE BORING IS CONSIDERED A FAILURE, AND THE DIRECTIONAL BORED PIPELINE SHALL BE EITHER RE-BORED OR OTHERWISE REMEDIED AT THE DISCRETION OF THE OWNER. 28.IF, DURING CONSTRUCTION, DAMAGE IS OBSERVED TO THE FACILITY, CEASE ALL WORK UNTIL RESOLUTION TO MINIMIZE FURTHER DAMAGE AND A PLAN OF ACTION FOR RESTORATION IS OBTAINED AND APPROVED BY THE ENGINEER. 29.DISINFECT ALL POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651. ALL POLYETHYLENE WATER MAINS, FORCE MAINS, AND RECLAIMED WATER MAINS ARE TO BE PRESSURE TESTED. SUBJECT PIPELINE TO BE TESTED TO A 4 HOUR EXPANSION PHASE PRIOR TO COMMENCING LEAKAGE TESTING. PIPELINE EXPANSION SHALL BE ACCOMPLISHED BY APPLYING HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS, RECLAIMED WATER MAINS) OR 100 PSI (FORCE MAINS). IN ORDER TO COMPENSATE FOR THE INITIAL EXPANSION OF THE PIPELINE, ADD SUFFICIENT MAKE-UP WATER AT HOURLY INTERVALS TO RETURN TO THE REQUIRED TEST PRESSURE. AT THE END OF THE FOURTH HOUR, THE TEST PHASE IS TO COMMENCE. 30.CONDUCT FIELD LEAK TESTING IN ACCORDANCE WITH ASTM F2164 AND AS INDICATED HEREIN. THE ASTM F2164 DEFINED ONE HOUR TEST AND PASSING TEST CRITERIA (NO VISIBLE LEAKS AND THE PRESSURE IS MAINTAINED WITHIN 5% OF THE TEST PRESSURE) DOES NOT APPLY TO THIS PROJECT. THE TEST PHASE SHALL CONSIST OF A TWO HOUR PRESSURE TEST, AS REQUIRED BY THE ENGINEER. AT THE END OF THE TEST PHASE, MEASURE THE AMOUNT OF MAKEUP WATER REQUIRED TO RETURN TO THE TEST PRESSURE. THE PIPELINE PASSES THE PRESSURE TEST IF THE MAKEUP WATER REQUIRED DOES NOT EXCEED THE FOLLOWING: 6” MAINS - ALLOWABLE MAKEUP WATER IS 0.6 GAL/100 FT OF PIPELINE TESTED; 8” MAINS - ALLOWABLE MAKEUP WATER IS 1.0 GAL/100 FT OF PIPELINE TESTED; 12” MAINS - ALLOWABLE MAKEUP WATER IS 2.3 GAL/100 FT OF PIPELINE TESTED; 16” MAINS - ALLOWABLE MAKEUP WATER IS 3.3 GAL/100 FT OF PIPELINE TESTED. 31.IF ANY DEFECTS OR LEAKS ARE REVEALED, THEY SHOULD BE CORRECTED AND THE PIPELINE RETESTED AFTER A MINIMUM 24 HOUR RECUPERATION PERIOD BETWEEN TESTS. TOTAL TESTING CONDUCTED ON A SECTION OF PIPELINE SHALL NOT EXCEED 8 HOURS WITHIN A 24 HOUR PERIOD. 32.ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. JACKING AND BORING 1.STEEL CASING PIPE SHALL CONFORM TO ASTM A139, GRADE "B" WITH MINIMUM YIELD STRENGTH OF 35,000 PSI. INTERIOR LINING OF PIPE SHALL BE A COAL TAR LINING CONFORMING TO AWWA C203. EXTERIOR COATING OF PIPE SHALL BE MULTIPLE COATS OF HEAVY DUTY COAL TAR BASE COATING BUILT UP TO 30 MILS TOTAL DRY THICKNESS AND APPLIED IN ACCORDANCE WITH THE COATING MANUFACTURER'S RECOMMENDATIONS. 2.EACH SPACER SHALL BE 12 INCHES WIDE AND MANUFACTURED OF MINIMUM 14 GAUGE TYPE 304 STAINLESS STEEL OR 14 GAUGE STEEL WITH FUSION BONDED PVC COATING. SPACERS SHALL BE LINED WITH A 90 MIL PVC LINER. ALL NUTS AND BOLTS SHALL BE T-304 STAINLESS STEEL. EACH SPACER SHALL HAVE A MINIMUM OF 4 RUNNER SUPPORTS MANUFACTURED OF A HIGH MOLECULAR WEIGHT POLYMER PLASTIC. THE RUNNER SUPPORTS SHALL BE T304 STAINLESS STEEL, MINIMUM 10 GAUGE, OF ADEQUATE HEIGHT TO POSITION THE CARRIER PIPE IN THE CENTER OF CASING WITH A MINIMUM TOP CLEARANCE OF 0.5 INCHES. 3.ADD ON SECTIONS OF CASING PIPE SHALL BE FULL-RING WELDED TO THE PRECEDING LENGTH, DEVELOPING WATER-TIGHT TOTAL PIPE-STRENGTH JOINTS. ALL WELDING OF STEEL PIPE SHALL BE DONE BY COMPETENT, EXPERIENCED WELDERS. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C206. 4.UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS, THE MINIMUM CASING PIPE NOMINAL DIAMETER SHALL BE BASED ON THE SIZE OF THE CARRIER PIPE NOMINAL DIAMETER AS FOLLOWS: 4” CARRIER PIPE: THE MINIMUM CASING IS 14”; 6” CARRIER PIPE: THE MINIMUM CASING IS 16”; 8” CARRIER PIPE: THE MINIMUM CASING IS 20”; 10” AND 12” CARRIER PIPE: THE MINIMUM CASING IS 24”; 14” AND 16” CARRIER PIPE: THE MINIMUM CASING IS 30”; 18” AND 20” CARRIER PIPE: THE MINIMUM CASING IS 36”; 24” CARRIER PIPE: THE MINIMUM CASING IS 42”; 30” CARRIER PIPE: THE MINIMUM CASING IS 48”. CASING PIPE MINIMUM WALL THICKNESS SHALL BE AS FOLLOWS: 14” THROUGH 24” = 0.250”; 30” = 0.312”; 36” = 0.375”; 42” AND 48” = 0.500”. AT RAILROAD CROSSINGS, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS, CASING PIPE WALL THICKNESS SHALL BE AS FOLLOWS: 14” = 0.250”; 16” = 0.281”; 20” = 0.344”; 24” = 0.375”; 30” = 0.469”; 36” = 0.532”; 42” = 0.625”; 48” = 0.688”. 5.BORED INSTALLATIONS SHALL HAVE A HOLE DIAMETER WHICH SHALL NOT EXCEED THE O.D. OF THE CASING PIPE (INCLUDING COATING) BY MORE THAN ONE INCH. WHERE UNSTABLE SOIL CONDITIONS ARE FOUND TO EXIST, BORING OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER AS NOT TO BE DETRIMENTAL TO THE FACILITY BEING CROSSED. IF EXCESSIVE VOIDS OR TOO LARGE A BORED HOLE RESULTS, OR IT IS NECESSARY TO ABANDON A BORED HOLE, PROMPT REMEDIAL MEASURES SHALL BE TAKEN BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ENGINEER AND THE CONTROLLING AGENCY OF THE FACILITY BEING CROSSED. 6.CORRECT LINE AND GRADE SHALL BE MAINTAINED. ADD ON SECTIONS OF CASING PIPE SHALL BE FULL RING WELDED TO THE PRECEDING LENGTH, DEVELOPING WATERTIGHT TOTAL PIPE STRENGTH JOINTS. FOLLOWING PLACEMENT OF THE CARRIER PIPE, MASONRY PLUGS SHALL BE INSTALLED AT EACH OPEN END, WITH A WEEP HOLE INSTALLED NEAR THE BOTTOM OF THE PLUG. 7.UNLESS OTHERWISE SHOWN ON THE PLANS, INSTALL CASING AT MINIMUM OF 36-INCH COVER. 8.CARRIER PIPES INSIDE OF STEEL CASING PIPE SHALL BE SUPPORTED BY CASING SPACERS. CARRIER PIPE JOINTS INSIDE OF STEEL CASING PIPE SHALL BE RESTRAINED. 9.SPACERS ALONG DUCTILE IRON CARRIER PIPE SHALL BE PLACED NO MORE THAN 2 FEET FROM THE END OF THE CASING, WITH SUBSEQUENT SPACER PLACEMENT AT INTERVALS OF NO MORE THAN 10 FEET, OR AS RECOMMENDED BY THE CASING SPACER MANUFACTURER, WHICHEVER IS MORE STRINGENT. 10.SPACERS ALONG PVC CARRIER PIPE SHALL BE PLACED NEAR THE SPIGOT END OF EACH SEGMENT OF PIPE. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE JOINT RESTRAINT ASSEMBLY SO THAT THE SPACER PUSHES THE RESTRAINT ASSEMBLY. SUBSEQUENT SPACER PLACEMENT ALONG PVC PIPE SHALL BE AT INTERVALS OF NO MORE THAN 6 FEET, OR AS RECOMMENDED BY THE CASING SPACER MANUFACTURER, WHICHEVER IS MORE STRINGENT. 11.STEEL CASING PIPE END SEALS SHALL BE AS MANUFACTURED BY ADVANCE PRODUCTS, CASCADE WATERWORKS OR CCI PIPELINE SYSTEMS. THE END SEALS SHALL ACCOMMODATE THE CARRIER PIPE. 12.THE USE OF WOOD SKIDS IN LIEU OF SPACERS IS NOT ALLOWED. THE CARRIER MAY BE PUSHED OR PULLED (DEPENDING UPON PIPING MATERIAL, JOINT TYPE AND METHOD OF PIPE SUPPORT) INTO THE CASING AS PIPE LENGTHS ARE ASSEMBLED. THE CARRIER SHALL BE ADEQUATELY BLOCKED ALL AROUND TO PREVENT ANY MOVEMENT AND TO ATTAIN THE SPECIFIED GRADE FOR GRAVITY LINES. THE PROPOSED METHOD OF CARRIER PIPE INSTALLATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO STARTING THE CROSSING. PRECAST STRUCTURES AND ACCESSORIES 1.ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOT ALLOWED. 2.BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSISTING OF INTEGRALLY CAST SLAB, BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS. BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETS TO MATCH THE PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERT ANGLES. PROVIDE OUTLET STUBS WITH JOINTS TO MATCH THE PIPE. 3.RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM C478, MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM C150, TYPE II). RISERS SHALL BE 48-INCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5 INCHES. 4.GASKETS FOR SEATING PRECAST SECTIONS SHALL BE COLD ADHESIVE PREFORMED PLASTIC GASKETS CONFORMING TO ASTM C990, UNLESS OTHERWISE INDICATED. 5.UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH 24-INCH DIAMETER TOP OPENING CONFORMING TO ASTM C478. PROVIDE 8-INCH MINIMUM THICKNESS FLAT SLAB TOPS WITH ECCENTRIC 24 INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. COMPLETED SEWER MANHOLES SHALL BE WATERTIGHT. 6.PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. CONNECTION OF CONCRETE PIPE TO THE MANHOLE SHALL BE MADE WITH NON-SHRINK METALLIC GROUT. CONNECTION OF DUCTILE IRON OR PVC PIPE TO THE MANHOLE SHALL PROVIDE A WATERTIGHT CONNECTION PER ASTM C923. WHERE CONNECTORS ARE USED, THEY SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. THE USE OF ADHESIVES OR LUBRICANTS FOR INSTALLATION OF RUBBER CONNECTORS IS PROHIBITED. 7.FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48, CLASS 30B AND SHALL BE U.S. FOUNDRY TYPE 227AS, TRAFFIC BEARING (AASHTO H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS. CASTINGS SHALL BE SMOOTH, CLEAN, FREE FROM BLISTERS, BLOWHOLES, AND SHRINKAGE. RAISED LETTERING ON COVERS SHALL BE "STORM", “SEWER”, OR AS DETAILED ON THE DRAWINGS. SANITARY SEWER MANHOLE COVERS SHALL HAVE NON-PENETRATING PICK HOLES. 8.PROVIDE CAST IRON INLETS, FRAMES, AND GRATES IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S. FOUNDRY & MANUFACTURING CORPORATION, OR EQUAL. 9.ALL INLET GRATES SHALL BE SECURED BY CHAIN AND EYEBOLT TO THE TOP OF THE STRUCTURE. 10.MANHOLE COATINGS AND FINISHES SHALL BE: A.NEW SEWER MANHOLES SHALL BE COATED INSIDE AND OUT WITH TWO (2) COATS OF WATER BASED POLYAMINE EPOXY COATING, INSTALLED AT A MINIMUM THICKNESS OF 8 MILS PER COAT. COATINGS SHALL BE APPLIED BY THE MANHOLE MANUFACTURER IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS. B.MANHOLES THAT RECEIVE FORCE MAIN DISCHARGE SHALL BE LINED. FOR NEW MANHOLES, THE INTERIOR LINER SHALL BE HDPE, MINIMUM THICKNESS OF 2 MM, AS MANUFACTURED BY AGRU AMERICA (SURE GRIP LINER) OR APPROVED EQUAL. FOR EXISTING MANHOLES, THE INTERIOR SHALL BE COATED WITH RAVEN 155 PRIMER (MIN. 8 MILS) AND RAVEN 405 LINER (MIN. OF 125 MILS), OR EQUAL. C.EXTERIOR - BITUMINOUS EPOXY COATING, MINIMUM DRY FILM THICKNESS = 16 MILS. 11.THE FLOW CHANNEL SHALL BE PORTLAND CEMENT TYPE II CONCRETE, MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. FILLERS OF ANY OTHER MATERIAL WILL NOT BE ACCEPTED. BRICK SHALL NOT BE USED TO CONSTRUCT CHANNELS OR BENCHING. FLOW CHANNELS SHALL BE FORMED IN THE INVERT OF THE MANHOLE AND SHALL EXTEND TO THE SPRING LINE OF ALL CONNECTING PIPES, CONFORMING TO THE DIMENSION OF THE ADJACENT PIPE AND PROVIDING CHANGES IN SIZE, GRADE AND ALIGNMENT EVENLY. AS-BUILT INFORMATION SHALL INCLUDE ALL RIM, TOP AND INVERT ELEVATIONS FOR ALL PRECAST STRUCTURES. GENERAL SITE NOTES 1.FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO., SEE SITE SURVEY SHEETS. 2.PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARISE. 3.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4.CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 5.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 6.THE SITEWORK FOR THE BIG BOX PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC SPECIFICATIONS." 7.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 8.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 9.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 10.ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11.ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB & GUTTER. 12.ALL CURBED RADII ARE TO BE 10' AND 3' UNLESS OTHERWISE NOTED. 13.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS NOTED (BOC) WHICH INDICATES BACK OF CURB. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 16.REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. 17.ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM BASED PAINT. TWO COATS OF PAINT TO BE USED. 18.PATRON PARKING SPACE STRIPING SHALL BE WHITE AND ASSOCIATE PARKING SPACE STRIPING SHALL BE YELLOW. 19.STOP BAR STRIPING SHALL BE 2' WIDE WHITE THERMOPLASTIC WITHIN ENTRANCE DRIVES ONLY. ALL OTHER ON-SITE STOP BARS WILL BE 1' WIDE AND PAINTED WHITE. 20.PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL LOCATED ON DETAIL SHEET C-15A. 21.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PLACING PEDESTRIAN CROSSING SIGNS AS INDICATED ON PLANS. CONTRACTOR TO VERIFY EXACT NUMBER OF SIGNS REQUIRED. 22.ALL OFF-SITE CONCRETE SIDEWALKS WITHIN THE ROW OR WITHIN BIG BOX PROPERTY LIMITS, BUT RUNNING ALONG THE ROW SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 310. ALL CONCRETE SIDEWALKS WITHIN THE BIG BOX PROPERTY LIMITS OR CONNECTING TO THE ROW SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BIG BOX'S SPECIFICATIONS. 23.ALL SIGNS SHALL HAVE 7'-0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. 24.CONTRACTOR SHALL CONSTRUCT AND INSTALL PROPOSED CART CORRALS PER BIG BOX SPECIFICATIONS. PLACEMENT SHALL BE COORDINATED WITH BIG BOX CONSTRUCTION MANAGER. 25.CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF ALL MATERIALS REMOVED FROM THIS SITE. 26.CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN CURB TYPES. 27.THE PROPOSED LANDSCAPE ISLANDS SHALL BE BORDERED WITH "SPILL TYPE" OR "STANDARD" CURB AND GUTTER PER DETAILS ON SHEET C-15B. ADJUST GUTTER SLOPE AS REQUIRED TO MATCH GRADING INTENT ON PROPOSED ADJACENT PAVEMENT PER SHEET C-8 & C-8A. 28.ON-SITE DIRECTIONAL SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH BIG BOX SPECIFICATIONS. ALL OFF-SITE DIRECTIONAL SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT & COUNTY PUBLIC WORKS SPECIFICATIONS. 29.WITHIN BIG BOX PROPERTY LIMITS ALL STOP, YIELD, PEDESTRIAN CROSSWALK STRIPING, STOP BARS, TRAFFIC ARROWS AND LANE STRIPING AT DRIVEWAYS CONNECTING TO PUBLIC STREETS SHALL HAVE GLASS BEADS IN ACCORDANCE WITH BIG BOX SPECIFICATIONS. ALL OTHER ON-SITE STRIPING SHALL BE PAINTED PER BIG BOX SPECIFICATIONS, UNLESS OTHERWISE NOTED. Page 15 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E B A N Y A N C O V E B O U L E V A R D STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (ST) (ST) (ST) (PE) (PE) (ST) (ST) (ST) DDDD (ST) S49°49'02"E 37 0 . 0 6 ' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' N77°03'49"E 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (PE) (PE) (PE) (PE) (ST) (ST) (DNE) (PE) (PE) M STOP STOP STOP (PE) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) 9.67' 11.75' 28.20' 21.33' 39.83' 9.50' 27.29' 35.23' 66.50' 95.00' 95.00' 47.12' 47.12' 54.98' 345.45' 23' 33' 16' 68' 71' 36' 19' 25' 35.00' 28.00' 20.00' (TYP.) 25.00' 20.00' 76.00' 76.00' 5.00' 39.00' 10.14' 65.00' 12.00' 65.00' 56.55' 46.00' 41.75' 25.00' 50.39' 25.01' 9.50' (TYP.) 24.00' 20.00' 12.00' 30.00'20.00' 30.11'3.00' 1.77' 7.07' 9.46' 4.93' 9.50' 20.00' 20.00' 20.00' 101.04' 98.48' 36.15' 20.45' 25.00' 25.00' 9.50' 9.50' 15.09' 25.00' 231.96' 23.80' 134.77' 43.00' 10.00' 171.50' 28.09' 32.17' 20.00'108.00' 5.00' 6.92' 30.00' 30.00' 30.00' 20.00' 60.65' 65.89' 8.00' 21.09'5.00'32.50' 39.12' 25.25' 15.00' 9.23' 15.00' 34.14' 46.17' 24.00' 20.00' 20.00' 20.00' 20.00' 33.72' 33.31' 517.55' 276.56' 10.86' 337.81' 32.25' 47.99' 27.08' 12.00' 10.74' 31.07' 0 Graphic Scale in Feet 60 60 120 N SITE DATA INFORMATION ZONING INFORMATION ZONING: PUD PROPOSED USE: COMMERCIAL BUILDING HEIGHT: 25 FT. (MAX.) SETBACKS:REQUIRED PROPOSED 22 FT. FROM CLARCONA OCOEE RD 22' 10 FT. FROM N. LAKEWOOD AVE 19' 5 FT. FROM CONTIGUOUS PROPERTY NOT WITHIN THE PROPERTY 5' 20 FT FROM BANYAN COVE BLVD 20' LAND COVERAGE SUMMARY IMPERVIOUS AREA - BUILDINGS AND FUEL STATION CANOPY: 62,144 S.F.(1.43 AC.)- 17.8% OF SITE IMPERVIOUS AREA - PARKING/SIDEWALKS: 181,788.6 S.F.(4.17 AC.)- 52.3% OF SITE TOTAL IMPERVIOUS AREA:243,932.6 S.F.(5.60 AC.)- 70.1% ~ 70% OF SITE PERVIOUS AREA/OPEN AREA: 103,932.4 S.F. (2.39 AC.)- 29.9% ~ 30% OF SITE TOTAL SITE AREA: 347,865 S.F. (7.99 AC.)- 100.00% OF SITE BUILDING INFORMATION GROCERY BUILDING:48,585 SF (APPROX.) FUEL STATION C-STORE: 1,618 S.F. (APPROX.) FUEL STATION CANOPY: 6,400 S.F. (APPROX.) TOTAL:56,603 S.F. (APPROX.) PARKING INFORMATION SECTION 4.2 INTERCHANGE VILLAGE PARKING REQUIREMENTS: PARKING REQUIRED: RETAIL (COMMERCIAL OR GENERAL RETAIL INDEPENDENTLY LOCATED): 48,585 S.F. / 333 = 146 SPACES FUEL STATION C-STORE (COMMERCIAL OR GENERAL RETAIL INDEPENDENTLY LOCATED): 1,618 S.F. / 333 = 5 SPACES TOTAL REQUIRED = 151 PARKING SPACES PARKING PROVIDED: 222 RETAIL: 9.5 FT. X 20 FT SPACES = 187 12 FT. X 20 FT PICKUP SPACES = 17 12 FT. X 20 FT ADA SPACES = 8 SUBTOTAL = 212 PARKING SPACES** **EXCLUDES 6 SPACES UTILIZED BY CART CORRALS FUEL STATION: 9.5 FT. X 18 FT SPACES = 9 12 FT X 18 FT ADA SPACES =1 SUBTOTAL = 10 RETAIL PARKING: 4.01 SPACES PER 1,000 SF OF PROTO BUILDING AREA (48,585 SF) + 17 PICKUP SPACES = 212 SPACES FUEL STATION: 6.18 SPACES PER 1,000 SF (1,618 S.F.) = 10 SPACES MEDIAN AGE: 35.1 (ASSUMED) PROPOSED PAVEMENT LEGEND 10 PARKING SPACE COUNT HEAVY DUTY PAVEMENT: PER DETAIL SHEET C5.0 ARCHITECTURAL CONCRETE, SEE ARCH. PLANS TRANSFORMER SIDEWALK: PER DETAIL SHEET C5.0 CART CORRAL HEAVY DUTY CONCRETE: PER DETAIL SHEET C5.0 STANDARD DUTY ASPHALT PAVEMENT: PER DETAIL SHEET C5.0 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE BLVD DONE BY OTHERS. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.1 OV E R A L L S I T E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 07 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 2 2 2 2 2 2 2 2 Page 16 of 414 9.5 0 ' TY P SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 N LAKEWOOD N L A K E W O O D AV E N U E 2N D A V E N U E STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (T2) (P3) (ST) (P2) (ST) (ST) (P1) (PE) (PE) (ST) (ST) (T3) (ST) (T1) (P3) (T3) N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) (PE) (PE) (PE) (PE) (ST) (ST) (DNE) (PE) (PE) M STOP STOP STOP (PE) (P1) (ST1) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) (T1) R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 30. 0 0 ' 30. 0 0 ' 2 0 . 0 0 ' 20 . 0 0 ' 25 . 0 0 ' TY P . 2 0 . 0 0 ' 2 4 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 2 5 . 0 0 ' 9.50' 12.00 ' 12. 0 0 ' 2 5 . 0 0 ' 2 0 . 0 0 ' T Y P R20' R20' (PE) 17 . 7 2 ' 1 5 . 6 7 ' 57.58' 43. 3 2 ' 30. 0 0 ' 7 10 10 6 5 6 5 6 6 4 6 6 5 6 5 6 6 3 3 6 6 7 9 6 6 6 5 9 12 . 0 0 ' 8 8 8 R33' R35' R35' R35' R10' 20' S E T B A C K 22. 7 9 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 35. 0 0 ' 6 5 . 0 0 ' 10' 6 5 . 0 0 ' 12. 0 0 ' R100' R50' R65' 13. 9 7 ' 39 . 0 0 ' 13 2 . 9 6 ' 96 . 5 2 ' 35 . 0 7 ' CC C C CC C C CC C C 47 3 6 7 8 9 10 11 12 13 16 19 22 26 27 28 29 30 31 38 4 2021 46 14 3 3 3 10 11 11 11 11 13 13 13 13 13 13 14 14 16 16 16 16 16 16 50 19 26 27 27 27 49 28 28 28 29 29 30 30 29 30 37 39 43 16 27 38 49 37 31 11 36 517 18 18 18 33 36 49 49 EXISTING MONUMENT SIGN 40 34 35 4 18 18 44 44 2 2 2 2 42 41 41 41 41 13 13 45 10 14 14 14 14 23 23 3 50 9.50' 1 10 7' 10 7' 7' 9. 5 ' T Y P 20 ' TY P 30 30 50 30 30 30 30 50 3251 (PE) 52 52 2 0 ' 30 R25' R25' R10' 54 54 54 3 3 30' www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.2 SI T E D I M E N S I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S 12 / 3 0 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 3 . 1 HANDICAP RAMP 1:12 SLOPE (MAX) SITE LIGHTING UTILITY POLE 0 Graphic Scale in Feet 40 40 80 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 PROPERTY LINE SWSL SYSL DYSL SWDL SBYL SINGLE WHITE SOLID LINE SINGLE YELLOW SOLID LINE DOUBLE YELLOW SOLID LINE SINGLE WHITE DASHED LINE SINGLE BROKEN YELLOW LINE PROPOSED LEGEND PROPOSED BUFFER LINE PAINTING STRIPING LEGEND SITE LEGEND PROPOSED PAVEMENT LEGEND (DNE)DO NOT ENTER (R5-1) (F)NO PARKING - FIRE LANE (R7-94) (ST)STOP (R1-1) (30") SIGN LEGEND (P1)PICK UP SIGN (ARROW STRAIGHT) (P2)PICK UP SIGN (ARROW LEFT) (P3)PICK UP SIGN (ARROW RIGHT) (T1)TRUCK ENTRY SIGN (ARROW LEFT) (T2)TRUCK EXIT SIGN (ARROW LEFT) (T3)TRUCK EXIT SIGN (ARROW RIGHT) (PE)STOP HERE FOR PEDESTRIANS (SEE DETAIL SHEET C5.3) 10 PARKING SPACE COUNT HEAVY DUTY PAVEMENT: PER DETAIL SHEET C5.0 STANDARD DUTY ASPHALT PAVEMENT: PER DETAIL SHEET C5.0 ARCHITECTURAL CONCRETE, SEE ARCH. PLANS TRANSFORMER SIDEWALK: PER DETAIL SHEET C5.0 CART CORRAL (TYP.) HEAVY DUTY CONCRETE: PER DETAIL SHEET C5.0 ARROW PAVEMENT MARKINGS TYPICAL. SEE TYPE INDICATED AT SYMBOL. SEE DETAIL SHEET C5.1. 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET C5.0. 10' X 15' STRIPED AREA PAINTED SSYL/4" AT 45° @ 2'-0" O.C. AT JIB CRANE LOCATION. SEE ARCH. PLANS. CART CORRAL (TYP.). SEE DETAIL SHEET C5.3. 5' PEDESTRIAN CROSSWALK TYPICAL UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C5.2. ACCESSIBLE PARKING SPACE PER FDOT INDEX NO. 711-001 AND SIGNAGE PER FDOT INDEX NO. 700-102 TYPICAL. SEE DETAIL SHEET C5.2 CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR DETAILS. CONCRETE COMPACTOR PAD AND HEAVY DUTY PAD "LANDING AREA" (ORIENT FOR TRUCK LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL. AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. 6"Ø PIPE BOLLARD TYPICAL UNLESS OTHERWISE NOTED. REFER TO ARCH. PLANS. EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. CROSSWALK MARKINGS AT GROCERY VESTIBULE ENTRY. 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS. STOP BAR. SEE DETAIL SHEET C5.1. 6'x6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4" PAINTED SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45°. SEE DETAIL SHEET C5.4. ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS). SEE DETAIL SHEET C5.0. 6' LONG YELLOW STRIPE WITH 18' GAPS - TYPICAL, SEE SHEET C5.2. 1 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 BALE AND PALLET RECYCLE AREA (45' X 12') WITH 6" WHITE SKIP, SEE ARCH PLANS. 22 ORGANIC CONTAINER AREA (20' X 12') WITH 6" WHITE SKIP, SEE ARCH PLANS. 23 24 25 1,500 GAL. GREASE INTERCEPTOR, SEE ARCH/MEP PLANS FOR SPECIFICATIONS. 26 (2) PROPOSED BIKE RACKS, TOTAL CAPACITY OF 14 BICYCLES. 27 SIPHONIC MANHOLE, SEE DETAIL SHEET C5.4. 28 36' X 38' CONCRETE PAD AT PHARMACY DRIVE THRU, SEE ARCH. PLANS FOR DETAILS. 29 FLUSH PAVEMENT AND SIDEWALK AREA. 30 PROPOSED DYSL / 4" (LINES TO BE EXTENDED FROM THE STOP BAR OR CROSSWALK). 31 NEATLY SAWCUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING CURB AND PAVEMENT. 33 PROPOSED 5" SIDEWALK, 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE. SEE DETAIL SHEET C5.0 PROPOSED HANDICAP RAMP 1:12 MAX. SLOPE WITH 2' DEEP DETECTABLE WARNINGS, PER FDOT INDEX 522-002. CONCRETE SIDEWALK / DETECTABLE WARNING SURFACES, SEE ARCH. PLAN FOR SPECIFICATION AND DETAILS. 37 38 PROPOSED SYSL / 4" @45° 2' - O.C. (T4)TRUCK ENTRY SIGN (ARROW STRAIGHT)PROPOSED 2' DEEP DETECTABLE WARNINGS, PER FDOT INDEX 522-002. GUIDE RAIL FENCE (AS NOTED ON PLAN) 39 PROPOSED MONUMENT SIGN LOCATION. REFER TO ARCH. PLANS. 40 PROPOSED FIRE LANE MARKING, SEE SHEET C5.1 FOR DETAIL. LIGHTING NOTES: 1.SEE SHEET PH-1 FOR SPACING DIMENSIONS OF LIGHT POLES. 2.REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 41 PROPOSED CONCRETE RODENT BARRIER, SEE ARCH PLANS FOR DETAILS. NEW PICKUP PARKING SPACE SIGNS "STALL DESIGNATION SIGN", "CALL IN SIGN" AND "LARGE LOGO SIGN" (TYP). 43 ACCESSIBLE SITE ARRIVAL POINT. 36 LIQUOR BOX LOADING ZONE. PROPOSED FLAG POLE WITH GROUND LIGHT, SEE ARCH PLANS FOR DETAILS.15 34 PROPANE EXCHANGE CAGES 35 VENDING MACHINE. TYP OF 3. REF. ARCH PLANS CURB TIE IN TO EXISTING CURB2 42 16' X 42' CONCRETE COMPACTOR PAD AND 16' X 35' HEAVY DUTY "LANDING AREA". REF ARCH PLAN FOR EXACT LOCATION AND SLOPE. CC NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE BLVD DONE BY OTHERS. 3.ALL STRIPING IN THE RIGHT OF WAY MUST BE THERMOPLASTIC PAINT. 44 CURB TRANSITION, NOSEDOWN TO PAVEMENT. 45 ASSOCIATE PATH TO SERVICE OPD STALLS. AREA STRIPED AT SSYL/4" AT 45° AT 2'-0" O.C. MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 3 . 1 46 SWITCHBOARD LOCATION TO COORDINATE WITH ARCH. 47 6" CONCRETE CROSSWALK TRANSVERSE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48 PROPOSED VERTICAL CURB. SEE DETAIL SHEET C5.0 (ST1)STOP (R1-1) (36") 49 PROPOSED DYSL / (THERMO) 6"PER FDOT INDEX NO. 711-001. 50 PROPOSED 24" THERMO STOP BAR PER FDOT INDEX NO. 711.001. 51 ENDCAP ISLANDS OR DIRECTIONAL ISLANDS OVER 500 SF. IN AREA WILL HAVE INFILL STRIPING AT 5' CENTER TO CENTER. 52 SPECIAL EMPHASIS CROSSWALK PER FDOT 711-001 53 OFF SITE SIDEWALK AND SIDEWALK RAMP WITH DETECTABLE WARNING PER FDOT STANDARD INDEX 522-001 AND 522-002, RESPECTIVELY. 6"Ø PIPE BOLLARD UNLESS OTHERWISE NOTED. SEE DETAIL SHEET.32 54 GRAVITY WALL 3 3 Page 17 of 414 WE S T B R I D G E C O U R T N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2N D A V E N U E B A N Y A N C O V E B O U L E V A R D STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (T2) (P3) (ST) (P2) (ST) (ST) (P1) (PE) (PE) (ST) (ST) (T3) (ST) (T1) (P3) (T3) BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) (PE) (PE) (PE) (PE) (ST) (ST) (DNE) (PE) (PE) M STOP STOP STOP (PE) (P1) (ST1) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) (T1) C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) WB- 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-67 - In t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB- 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-67 - I n t e r s t a t e S e m i - T r a i l e r WB-67 - I n t e r s t a t e S e m i - T r a i l e r www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.2A DE L I V E R Y T R U C K T U R N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 0 Graphic Scale in Feet 40 40 80 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 53 27.02 Max 68.5° Horiz Max 10° Vert 3 43.5 4 45.5 2.5 23.5 4 17.4 4.2 19.5 WB-67 - Interstate Semi-Trailer Overall Length 73.5000ft Overall Width 8.500ft Overall Body Height 12.052ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 45.000ft NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 A Page 18 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E B A N Y A N C O V E B O U L E V A R D STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (ST) (ST) (ST) (PE) (PE) (ST) (ST) (ST) DDDD (ST) A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (PE) (PE) (PE) (PE) (ST) (ST) (DNE) (PE) (PE) M STOP STOP STOP (PE) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) 45.7 11.167 17.984 4.833 20.4 Orange County Platform Fire Truck Overall Length 45.700ft Overall Width 8.333ft Overall Body Height 11.000ft Min Body Ground Clearance 1.393ft Track Width 8.333ft Lock-to-lock time 6.00s Max Wheel Angle 42.90° www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.2B FI R E T R U C K T U R N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 0 Graphic Scale in Feet 40 40 80 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. Page 19 of 414 SITE BENCHMARK #501 STOP STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (PE) (PE) (ST) (ST) (ST) DD (ST) S49°49'02"E 3 7 0 . 0 6 ' 10.86' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (PE) (PE) WB-50 - I n t e r m e d i a t e S e m i - T r a i l e r WB-5 0 - I n t e r m e d i a t e S e m i - T r a i l e r WB - 5 0 - I n t e r m e d i a t e S e m i - T r a i l e r WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.2C FU E L S T A T I O N T R U C K T U R N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 B 0 Graphic Scale in Feet 20 20 40 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 42.5 19.92 Max 56° Horiz Max 10° Vert 3 33.5 4 35.5 2 15.5 3 10.4 4.2 12.5 WB-50 - Intermediate Semi-Trailer Overall Length 55.000ft Overall Width 8.500ft Overall Body Height 12.052ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 45.000ft NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 B Page 20 of 414 N L A K E W O O D A V E N U E N LAKEWOOD AVENUE TRACT D-3 OCOEE VILLAGE CENTER B A N Y A N C O V E B O U L E V A R D D D D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 2ND A V E N U E TRACT T OCOEE VILLAGE CENTER SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 N LAKEWOOD N L A K E W O O D AV E N U E 2N D A V E N U E POB N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) M C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) 154.5 M.E. 154.9 M.E. 154.2 M.E. 154.7 M.E. 155.1 M.E. 155.2 M.E. 155.65 154.4 M.E. 158.00 157.50 PROPOSING TO LOWER THIS LID FROM 158.34-->158.05 158.38 158.70 157.75 157.80 OUTFALL 1 5 6 156 1 5 7 1 5 7 1 5 7 157 1 5 7 1 5 7 1 5 8 1 5 8 158 1 5 8 1 5 8 1 5 8 15 8 1 5 9 1 5 8 1 5 8 1 5 8 1 5 8 158 1 5 8 15 8 158 15 8 15 9 16 0 1 5 2 15 2 1 5 3 15 3 1 5 4 15 4 1 5 5 15 5 1 5 6 1 5 7 1 5 2 152 1 5 3 153 1 5 4 154 15 5 155 1 5 6 1 5 7 15 5 15 6 1571 5 7 157 157 1 5 7 157 15 7 1 5 8 159 1 5 9 155155 15 5 15 6 1 5 6 1 5 6 157 157 15 7 1 5 7 15 7 1 5 8 1 5 8 15 8 1 5 8 1 5 8 15 8 159 1 5 9 15 6 15 7 1 5 8 1 5 9 1 5 9 15 6 S-1 S-2 S-3 S-4 S-8 S-9 S-6 S-7 S-17 S-16 S-15 S-14 S-13 S-6A 158.23 157.73 158.00 157.50 158.08 157.58 157.97 157.47 158.02 157.52 158.54 158.04 158.67 158.17 158.64 158.14 157.60 157.66 158.32 157.92 157.42 158.18 157.68 156.85 157.10 156.53 156.03 156.31 155.81 156.85 156.35 156.77 156.27 157.13 156.63 157.74 157.24 157.21 156.71 156.93 156.43 157.03 156.53 157.43 156.93 157.59 157.09 157.79 157.29 158.55 158.05 158.62 158.12 158.53 158.03 158.32 157.82 159.09 158.59 157.91 157.41 156.71 156.21 156.93 156.43 157.54 157.04 157.72 157.22 157.76 157.26 158.15 157.65 158.25 157.75 158.22 157.72 157.23 156.73 157.63 157.13 157.56 157.06 157.50 157.00 158.01 157.51 158.20 157.70 157.50 157.00 157.48 156.98 157.34 156.84 157.55 157.05 157.30 156.80 157.38 156.88 157.83 157.33 157.67 157.17 159.13 158.63 158.84 158.34 158.72 158.22 158.79 158.29 158.07 157.57 157.64 157.14 157.53 157.03 158.07 157.57 157.07 156.57 157.65 157.15 157.78 157.28 158.53 158.03 158.46 157.96 158.42 157.92 158.16 157.66 157.96 157.46 158.33 157.83 158.13 158.20 158.29 158.81 158.31 158.87 158.37 158.38 157.88 158.39 157.89 158.70 158.20 158.38 157.88158.40 157.90 158.81 158.31 158.81 158.31 158.40 157.90 158.39 157.89 158.36 157.86 158.75 158.25 158.43 157.93 158.38 157.88 158.70 158.20 158.14 157.64 158.45 157.95 158.41 157.91 158.27 157.77 157.80 157.30 158.26 157.76 158.05 157.55 157.48 156.98 157.74 157.24 157.94 157.44 158.41 157.91 157.90 157.40 157.72 157.22 157.03 156.53 157.69 157.19 157.85 157.35 157.92 158.34 157.40 157.61 158.50 158.50 158.50 158.50 158.50 158.45 156.56 156.06 158.17 157.67 158.09 157.59 157.47 156.97 156.66 156.16 157.46 156.96 157.37 156.87 157.37 156.87 157.24 156.74 157.13 156.63 157.53 157.03 158.35 157.85 158.04 157.54 157.58 157.08 157.31 156.81 157.62 157.12 157.98 157.48 158.04 157.54 157.97 157.47 158.24 157.74 158.21 157.71 158.36 157.86 158.30 157.80 158.02 157.52 157.98 157.48 157.95 157.45 158.02 157.52 158.17 157.67 158.27 157.77 157.42 156.92 157.27 156.77 157.23 156.73 157.52 157.02 157.65 157.15 157.67 157.17 157.10 156.60 157.24 156.74 157.14 156.64 156.52 156.02 157.45 156.95 157.99 157.49 158.50 158.46 158.50 158.50 158.50 158.30 157.99 157.49 157.94 157.44 157.70 157.20 158.29 157.79 158.50 158.00 158.41 157.91 157.94 157.44 157.71 157.21 157.94 157.44 157.94 157.44 157.68 157.18 157.79 157.29 157.53 157.03 156.75 156.25 158.14 157.64157.05 156.55 157.22 156.72 157.31 156.81 158.75 158.25 158.96 158.46 158.08 157.58 158.00 157.50 158.14 157.64 158.51 158.01 158.46 157.96 158.01 157.51 157.71 157.21 158.18 157.68 158.51 158.01 158.19 157.69 158.05 157.55 157.66 157.16 158.50 158.00 158.96 158.46 159.80 159.30 159.31 158.89 158.96 159.31 159.31 158.60 158.60 158.80 157.95 157.45 157.48 157.52 157.50 157.50 157.40 159.80 159.30 158.70 158.20 157.95 157.45 157.14 156.64 159.50 159.50 159.50 159.50 157.37 156.87 158.18 157.68 158.12 157.62 158.70 158.20 158.36 157.86 158.19 157.69 157.91 157.41 157.87 157.37 158.7± M.E. 158.0± M.E. 158.0± M.E. 157.9± M.E. 156.4± M.E. 156.6± M.E. 158.85 158.35 157.50 157.00 158.96 158.46 157.72 157.22 157.9± M.E. 157.20 156.70 158.7± M.E. 159.2± M.E. 159.2± M.E. 158.5± M.E. 157.17 156.67 157.37 156.87 157.45 156.95 157.35 156.85 156.46 155.96 154.62 154.62 154.33 158.49 154.49 156.40 155.90 1 5 9 159 158 15 8 158 159 158 159 1 5 9 16 0 160 157 158 159 1 5 8 1 5 7 156 156 15 5 1 5 6 15 515 4 15 4 15 3 15 6 15 5 15 4 157 157 158 156 156 156 1 5 8 TW 157.03 BW 156.20 157.76 157.26 157.50 157.00 157.50 157.00 TW 157.69 BW 155.20 TW 157.35 BW 156.20 TW 157.90 BW 155.20 TW 158.41 BW 155.10 TW 157.94 BW 154.50 TW 158.26 BW 155.00 TW 157.80 BW 155.00 TW 158.27 BW 155.00 S-14A 5: 1 5: 1 3:1 3:1 3:1 3:1 152.76 152.76 159.13 158.63 STORM DRAINAGE STRUCTURE TABLE STRUCTURE NUMBER S-1 S-2 S-3 S-4 S-5 S-6 S-6A S-7 S-8 S-13 S-14 S-14A S-15 S-16 S-17 LOCATION N. 1550756.95 E. 482067.28 N. 1550976.52 E. 482088.15 N. 1551048.01 E. 482108.26 N. 1551165.50 E. 482209.40 N. 1551147.92 E. 482232.93 N. 1551013.04 E. 482409.57 N. 1551073.69 E. 482330.15 N. 1550912.35 E. 482543.09 N. 1551196.00 E. 482273.83 N. 1550647.58 E. 482168.76 N. 1550678.90 E. 482195.07 N. 1550698.60 E. 482205.93 N. 1550555.19 E. 482311.12 N. 1550629.15 E. 482401.52 N. 1550695.23 E. 482451.31 DESCRIPTION MES, FDOT 430-021 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 MANHOLE, FDOT 425-001 MES, FDOT 430-021 MANHOLE, FDOT 425-001 TRUCK WELL WITH SUMP PUMP MES, FDOT 430-021 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 FLOW LINE ELEVATIONS 152.00 N 152.45 S 152.45 N 155.04 SE 152.59 S 152.60 N 152.90 W 152.91 SE 152.96 NW 152.96 SE 153.06 NE 153.41 NW 153.21 NW 153.21 SE 152.87 SW 153.25 SW 153.25 N 152.00 NE 152.16 SW 152.16 NE 152.35 SW 152.00 NE 152.23 SW 152.23 NE 152.40 SW 152.40 NE RIM/TOP ELEVATION 155.33 156.21 156.26 157.22 155.65 155.90 156.40 155.47 156.51 154.25 159.90 156.10 154.25 157.35 157.34 STORM PIPE SCHEDULE NO. S-1 TO S-2 S-2 TO S-3 S-4 TO S-5 S-5 TO S-6A S-5 TO S-8 S-6A TO S-6 S-7 TO S-17 S-8 TO S-9 S-13 TO S-14 S-14A TO S-14 S-15 TO S-16 S-16 TO S-17 LENGTH 217' 72' 27' 120' 60' 98' 232' 49' 37' 22' 113' 79' SIZE 30 in. RCP 30 in. RCP 24 in. RCP 18 in. RCP 24 in. RCP 18 in. RCP 15 in. RCP 24 in. RCP 24 in. RCP 6.0 in. PVC 24 in. RCP 18 in. RCP SLOPE 0.20% 0.20% 0.20% 0.20% 0.29% 0.20% 0.20% 0.13% 0.39% 0.84% 0.20% 0.20% www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.3 SI T E G R A D I N G P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 MA T C H L I N E C - S E E M A T C H L I N E C S H E E T C 3 . 3 0 Graphic Scale in Feet 40 40 80 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 XX.XX XX.XX XX.XX PIPE MATERIALS: STORMWATER PIPE RCP PIPE SHALL COMPLY WITH ASTM C76 ERCP PIPE SHALL COMPLY WITH ASTM C507 HDPE PIPE SHALL COMPLY WITH ASTM D3350 PVC PIPE SHALL COMPLY WITH ASTM D3034, SDR 35 NOTES: 1.GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO ENSURE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED BY THE CONTRACTOR: a.ASPHALT PAVEMENT: MIN. 1% SLOPE b.CONCRETE PAVEMENT: MIN. 1% SLOPE c.GUTTERS: MIN 0.5% 2.STRUCTURE BOTTOMS SHALL BE TYPE 'P' BOTTOMS PER FDOT REQUIREMENTS, UNLESS PIPE SIZES AND LOCATION REQUIRE A TYPE 'J' BOTTOM. CONTRACTOR SHALL REVIEW DESIGN AND PROVIDE APPROPRIATELY SIZED BOTTOMS PER FDOT REQUIREMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ADA AREAS ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. IF THE CONTRACTOR DETERMINES THAT ANY INFORMATION SHOWN ON THIS PLAN MAY NOT BE IN COMPLIANCE THEY SHALL NOTIFY THE ENGINEER PRIOR TO THE WORK BEING COMPLETED. 4.ALL PROPOSED INLET GRATES ARE TO FOLLOW AASTHO M 306 LOAD RATING OF H-20, WITH MAXIMUM SLOT WIDTH OF 1-1/8" AND MINIMUM WIDTH OF 1". REFER TO SPEC. 02630 - STORM DRAINAGE. TOP OF CURB ELEV. PAVEMENT ELEV. PAVEMENT ELEV. STORM / SANITARY MANHOLE DITCH BOTTOM INLET MITERED END SECTION DIRECTION OF FLOW HANDICAP RAMP 1:12 SLOPE (MAX) BUFFER LINE CONTOUR ELEVATION HIGH POINT PROPERTY LINE STORM PIPE RIPRAP - GROUTEDRR LEGEND NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYAN COVE BLVD DONE BY OTHERS. 1.FOUNDATION DESIGN RECOMMENDATIONS BASED ON THE RESULTS OF THE SOIL BORINGS, THE NEAR SURFACE SOILS WITHIN THE PROPOSED BUILDING AREAS APPEAR TO BE LOOSE TO VERY DENSE SANDS [SP, SP-SM] TO A DEPTH OF 20 FEET BELOW EXISTING SITE GRADES. IT IS OUR OPINION THAT THE PROPOSED STRUCTURES CAN BE SUPPORTED ON PROPERLY DESIGNED AND CONSTRUCTED SHALLOW FOUNDATION SYSTEMS. PROVIDED THAT THE SITE PREPARATION RECOMMENDATIONS OUTLINED IN THIS REPORT ARE FOLLOWED, AND ANY LOOSE SURFICIAL SOILS ARE PROPERLY DENSIFIED, THE PARAMETERS OUTLINED BELOW MAY BE USED FOR FOUNDATION DESIGN. FLOOR SLABS THE FLOOR SLAB RECOMMENDATIONS ARE PREDICATED UPON THE UNDERSTANDING THAT RETAIL STRUCTURES HAVE EXPOSED CONCRETE FLOOR SLABS THROUGHOUT. THE FLOOR SLAB CAN BE CONSTRUCTED AS A SLAB-ON-GRADE PROVIDED THE SUBSEQUENT LIFTS OF STRUCTURAL BACKFILL ARE COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS INCLUDED IN THIS REPORT. THE FLOOR SLAB CAN BE DESIGNED USING A SUBGRADE REACTION MODULUS OF 150 POUNDS PER CUBIC INCH FOR SLABS FOUNDED ON THE RETAIL REQUIRED MINIMUM 4 INCH AGGREGATE BASE AND WELL COMPACTED SUBGRADE. THEREFORE, THERE IS NO COST PREMIUM TO ATTAIN THE RECOMMENDED SUBGRADE MODULUS. THE RETAIL GEOTECHNICAL REQUIREMENTS PREFER THE USE OF A CAPILLARY BREAK CONSISTING OF FREEDRAINING AGGREGATE. THE SPECIFICATIONS FURTHER ALLOW USE OF A PLASTIC VAPOR BARRIER IF JUSTIFIED BY SITE CONDITIONS OR REQUIRED BY LOCAL BUILDING CODES. IN ADDRESSING THE REQUIREMENTS OUTLINED IN THE CURRENT RETAIL “GEOTECHNICAL INVESTIGATION SPECIFICATIONS AND REPORT REQUIREMENTS” THE FLORIDA BUILDING CODE DOES REQUIRE THE USE OF VAPOR BARRIERS BENEATH FLOOR SLABS. TYPICALLY, POLYETHYLENE PLASTIC SHEETS ARE USED IN FLORIDA TO REDUCE FLOOR DAMPNESS AND MINIMIZE MOISTURE EMISSIONS THROUGH FLOOR SLABS. IN CONFORMANCE WITH THE FLORIDA BUILDING CODE, WE RECOMMEND THE USE OF A VAPOR BARRIER BENEATH THE FLOOR SLAB. RETAIL NEIGHBORHOOD MARKET UES PROJECT NO. 0795.2400085.000 THE “VAPOR BARRIER” SHOULD CONSIST OF A POLYVINYL CHLORIDE OR POLYETHYLENE PLASTIC SHEET OR MEMBRANE (MINIMUM 15 MIL THICKNESS MEETING ASTM E1745, CLASS ‘A’ REQUIREMENTS). THE PERFORMANCE OF THE “VAPOR BARRIER” IS ULTIMATELY DEPENDENT UPON ITS PROPER INSTALLATION, INCLUDING LAPPING AND SEALING PLUS REPAIR OF TEARS AND PUNCTURES PRIOR TO PLACEMENT OF CONCRETE. THE VAPOR BARRIER SHOULD BE PLACED IMMEDIATELY BENEATH THE CONCRETE SLAB ATOP 4 INCHES OF COMPACTED AGGREGATE BASE. UES RECOMMENDS THE AGGREGATE BASE MATERIAL BE CONSTRUCTED ON A COMPACTED SUBGRADE FILL IN ACCORDANCE WITH THE FOUNDATION SUBSURFACE PREPARATION NOTE INCLUDED IN THIS REPORT MA T C H L I N E C - S E E M A T C H L I N E C S H E E T C 3 . 3 GRADES TO BE MATCHED ON WESTBRIDGE COURT PER WESTBRIDGE COURT AND BANYAN COVE REALIGNMENT PLANS BY WOHLFARTH CONSULTING GROUP LLC. NOTE: SITE TO BE RECEIVED FROM LESSOR IN A ROUGH GRADED CONDITION. SITE WILL BE RECEIVED TO SUBGRADE ELEVATION ±0.1 FT GRADING APPROVED IN CITY APPROVED "PRELIMINARY/FINAL DEVELOPMENT PLANS. BANYAN COVE & WESTBRIDGE COURT REALIGNMENT @ OCOEE VILLAGE CENTER" ON MAY 16, 2025 COMPLETED BY WOHLFARTH CONSULTING. NOTE: RECOMMENDATION BELOW FROM UES PROJECT NO. 0795.2400085.0000 GEOTECHNICAL REPORT NO. 2104240 UES PROFESSIONAL SOLUTIONS LLC COMPLETED ON 11-26-2024. COMPLETED BY ZACHARY W. ADAMS P.E NOTE: THE AREA AROUND THE CONCRETE PAD METER ASSEMBLIES SHALL BE GRADED TO PREVENT PONDING AND WASHOUT. 2 Page 21 of 414 FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (PE) (PE) (ST) (ST) (ST) (PE) (PE) FO F O F O F O F O F O F O F O F O F O FW F W FW FW FW FW F W F W F W E E E F W F W F W F W S S W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T WA T WA T WA T WA T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T W A T E E E E E E E E E 3+ 0 0 4+0 0 5 + 0 0 0+0 0 1 + 0 0 S S S S S S S=3.5% S = 2 . 5 % S=1 . 2 % S=1 . 7 % S = 0 . 5 % S = 0 . 5 % S=3 . 3 % S=1 . 5 % S= 0 . 6 % S= 1 . 4 % S=6 . 0 % S=6.1% S=6.3 % S = 5 . 0 % S= 0 . 5 % S= 0 . 2 % S = 0 . 5 % S=1.0% S = 1 . 0 % 0+0 0 0+9 2 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' RETAIL (ST) (ST1) (PE) (F) FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W FW WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T W A T W A T W A T W A T W A T W A T W A T W A T W A T S S RW M RW M RW M E E E E S 0+ 0 0 1+ 0 0 0+0 0 1+0 0 F W S=2 . 0 % S=4 . 5 % S=0 . 7 % S=3 . 2 % S=2 . 6 % S=1 . 9 % S= 2 . 1 % S= 3 . 8 % S= 2 . 5 % S=3 . 8 % S = 1 . 9 % S=4.6% S=1 . 1 % S= 1 . 4 % S = 4 . 9 % S=1.7 % 156.53 0+0 0 0+5 9 1 5 2 1 5 2 1 5 3 1 5 3 1 5 4 1 5 4 1 5 5 1 5 5 1 5 6 1 5 7 1 5 7 1 5 7 SCALE: 1" = 40' HORZ 1" = 8' VERT 150 151 152 153 154 155 156 157 158 159 160 150 151 152 153 154 155 156 157 158 159 160 SCALE: 1" = 40' HORZ 1" = 8' VERT 151 152 153 154 155 156 157 158 159 160 161 151 152 153 154 155 156 157 158 159 160 161 25YR/24HR 153.86 25YR/24HR 153.86 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.3A PO N D P R O F I L E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 12 / 3 0 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 0 Graphic Scale in Feet 20 20 40 N 0 Graphic Scale in Feet 30 30 60 N EXISTING GRADE TOP OF WALL BOTTOM OF WALL TOP OF WALL BOTTOM OF WALL EXISTING GRADE 1 3 1 3 5 1 5 1 1 1 Page 22 of 414 LIGHT POLE LOCATIONS NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 NORTHING 1550566.1199 1550628.1449 1550749.8783 1550787.8573 1550893.2616 1550875.5636 1550951.8276 1550958.7819 1551009.3816 1550811.4439 1550734.6032 1550596.0631 1550666.1736 1550841.1252 1550925.5266 1550998.9429 1550912.1263 1551009.8976 1551104.9738 1550983.1273 1551081.9897 1551173.7413 EASTING 482308.1832 482200.9130 482137.3680 482052.0474 482050.0684 482096.8314 482161.7914 482054.3914 482094.6621 482481.4602 482471.7780 482373.5575 482434.9061 482433.9333 482506.4176 482551.8351 482339.6844 482407.2179 482479.4707 482245.4355 482311.2710 482377.0350 N L A K E W O O D A V E N U E N LAKEWOOD AVENUE TRACT D-3 OCOEE VILLAGE CENTER B A N Y A N C O V E B O U L E V A R D D D D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 2ND A V E N U E TRACT T OCOEE VILLAGE CENTER N LAKEWOOD N L A K E W O O D AV E N U E 2N D A V E N U E POB N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) M C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) F O F O F O F O F O F O F O F O FO FO FO FO FO FO F O F O FO FO FO F O F O F O FO FO FO FO W A T W A T WA T WA T WA T WA T WA T F W FW FW FW FW FW FW FW F W F W F W F W F W F W F W FW FW FW FW FW FW FW FW F W WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T W A T W A T W A T W A T W A T W A T W A T F W E E F W F W F W F W F W F W F W F W S S S S S S S S S R W M R W M R W M R W M RW M R W M R W M RW M RW M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T WA T W A T W A T W A T W A T W A T WA T W A T E E E E E E E E E SS S S S S S S F W 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 29 30 1 2 2 3 3 3 5 6 6 12 12 5 15 18 2 2 5 5 2 206.65' 3" C900 DR 25 WATER LINE206.65' 3" C900 DR 25 WATER LINE 6.38' 3" C900 DR 25 WATER LINE 136.64' 3" C900 DR 25 WATER LINE 116.21' 3" C900 DR 25 WATER LINE 11.97' 3" C900 DR 25 WATER LINE 8.46' 3" C900 DR 25 WATER LINE 394.35' 8" C900 DR 14 FIRE LINE 10.83' 8" C900 DR 14 FIRE LINE 105.51' 8" C900 DR 14 FIRE LINE 13.27' 8" C900 DR 14 FIRE LINE 167.85' 8" C900 DR 14 FIRE LINE 61.04' 8" C900 DR 14 FIRE LINE 150.45' 8" C900 DR 14 FIRE LINE 110.61' 8" C900 DR 14 FIRE LINE 11.62' 8" C900 DR 14 FIRE LINE 100.31' 8" C900 DR 14 FIRE LINE 156.44' 8" C900 DR 14 FIRE LINE 47.92' 8" C900 DR 14 FIRE LINE 27.64' 8" C900 DR 14 FIRE LINE 10.09' 8" C900 DR 14 FIRE LINE 29.99' 8" C900 DR 14 FIRE LINE 15 16 13 3 6 16 15 3 3 12 12 12 6 27.03' 8" C900 DR 14 FIRE LINE 12 11 12 470.42' 3" C900 DR 25 WATER LINE 63.44' 8" C900 DR 14 FIRE LINE 99.38' 3" C900 DR 25 WATER LINE 167 . 8 5 ' 8 " C 9 0 0 D R 1 4 F I R E L I N E 105.51' 8" C900 DR 14 FIRE LINE 21.87' 8" C900 DR 14 FIRE LINE21.87' 8" C900 DR 14 FIRE LINE 15.88' 3" C900 DR 25 WATER LINE 35.98' 8" C900 DR 14 FIRE LINE 13.41' 3" C900 DR 25 WATER LINE HYDRANT "A" HYDRANT "C" HYDRANT "D" HYDRANT "E" HYDRANT "F" 6" WYE CLEANOUT INV. = 154.50 6" WYE CLEANOUT INV. = 154.30 REMOVE CAP AND CONNECT TO EXISTING 8" POTABLE WATER VALVE REMOVE CAP AND CONNECT TO EXISTING 8" POTABLE WATER VALVE REMOVE CAP AND CONNECT TO EXISTING 2" RECLAIM WATER VALVE CORE AND CONNECT TO EXISTING MANHOLE EX. 6' 8" PVC SANITARY SEWER HYDRANT "B" 15 STRUCTURE NO. SS-4 SAN. MH TOP = 156.50 INV. NE. = 153.83 INV. SE. = 153.73 STRUCTURE NO. BC-1 6" WYE CLEANOUT TOP = 158.45 INV. SE. = 152.95 STRUCTURE NO. SS-1 SAN. MH TOP = 157.51 INV. NE. = 150.30 INV. NW. = 150.40 STRUCTURE NO. SS-5 SAN. MH TOP = 157.56 INV. NW. = 151.23 INV. SE. = 151.13 STRUCTURE NO. SS-2 SAN. MH TOP = 157.79 INV. NE. = 148.88 INV. SW. = 148.98 INV. NW. = 152.45 STRUCTURE NO. SS-6 SAN. MH TOP = 158.07 INV. NW. = 150.77 INV. SE. = 150.67 STRUCTURE NO. SS-7 SAN. MH TOP = 157.74 INV. NW. = 149.71 INV. SE. = 149.61 STRUCTURE NO. SS-3 SAN. MH PR. TOP = 157.64 EX. RIM EL. = 158.34 EX. INV. SE. = 148.54 INV. NW. = 148.64 INV. SW. = 148.64 6" PVC SAN. SEWER 15 LF @ 2.8% 8" PVC SAN. SEWER 63 LF @ 3.8% 8" PVC SAN. SEWER 327 LF @ 0.3% 6" PVC SAN. SEWER 69 LF @ 3.6% 8" PVC SAN. SEWER 56 LF @ 0.4% 6" PVC SAN. SEWER 72 LF @ 2.0% 8" PVC SAN. SEWER 112 LF @ 1.1% 8" PVC SAN. SEWER 85 LF @ 0.4% 8" PVC SAN. SEWER 145 LF @ 0.6% 19 19 19 STRUCTURE NO. BC-2 BUILDING CONNECTION TOP = 158.50 INV. SE. = 153.95 32.83' 6" C900 DR 14 FIRE LINE 21.05' 6" C900 DR 14 FIRE LINE 25 W A T W A T W A T W A T W A T W A T W A T F W F W F W R W M 14 . 3 ' 17 PU B L I C PR I V A T E 5.0 ' 5.0' 5.0 ' 7 9 19 20 21 8 5.0 ' 5.0' 22 23 24 13.41' 3" C900 DR 25 WATER LINE PROPOSED UTILITY EASEMENT 8' 4" PRESSURE CLASS 350 DUCTILE IRON PIPE WATER LINE EX. 6 ' 2" POLY RECLAIM WATER MAIN 8' 8" PRESSURE CLASS 350 DUCTILE IRON PIPE FIRE LINE EX. 2' 8" DIP WATER MAIN EX. 2' 8" DIP WATER MAIN 5 W A T W A T W A T W A T WA T WA T F W FW FW FW FW RW M RW M W A T W A T W A T W A T W A T W A T 7 18 10 11 12 PROPOSED EASEMENT 15 5 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C1.4 CO M P O S I T E U T I L I T Y P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 MA T C H L I N E B - S E E M A T C H L I N E B S H E E T C 3 . 2 0 Graphic Scale in Feet 40 40 80 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYAN COVE BLVD DONE BY OTHERS. 3.SITE WILL BE CLEARED OF EXISTING UTILITIES. 4.FOR ADDITIONAL INFORMATION, SEE IRRIGATION PLAN SHEETS IRR 1.0 - IRR 5.2 EASEMENT LINE E ELECTRIC LINE FO FIBER OPTIC FW FIRE WATER FM FORCE MAIN G GAS LINE PROPERTY LINE S SANITARY SEWER TS TAMPER SWITCH T TELEPHONE LINE W WATER MAIN PIPE CROSSING REDUCER GATE VALVE WATER LINE FITTINGS FIRE DEPARTMENT CONNECTION FIRE HYDRANT DOWN SPOUT CLEAN OUTC.O. D.S. PC1 LEGEND NOTES: 1.ALL AIR CONDITIONING UNITS, TRANSFORMERS, OR OTHER UTILITY DEVICES MUST BE SCREENED FROM PUBLIC VIEW. 2.NO SATELLITE DISHES, AIR CONDITIONING UNITS OR OTHER EXTRANEOUS EQUIPMENT SHALL BE VISIBLE FROM A PUBLIC RIGHT OF WAY. SITE LIGHTING AND LOCATION POINT15 DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. HYDRANT DISTANCE TABLE HYDRANT ID DISTANCE (FT) FROM MAIN BUILDING ± DISTANCE (FT) FROM FUEL ± HYDRANT "A"54 470 HYDRANT "B"51 578 HYDRANT "C"50 541 HYDRANT "D"88 259 HYDRANT "E"80 153 MA T C H L I N E B - S E E M A T C H L I N E B S H E E T C 3 . 2 1 2 3 4 5 PROPOSED UTILITY LEGEND PROPOSED FIRE DEPARTMENT CONNECTION. PROPOSED PVC 8" DIP FIRE LINE C900 DR 14. PROPOSED 8"x6" TEE & 6" M.J. GATE VALVE W/ FIRE HYDRANT ASSEMBLY, SEE DETAIL ON SHEET C5.7. PROPOSED 8" 90 DEGREE M.J. BEND. PROPOSED 8" 45 DEGREE M.J. BEND. PROPOSED 8" 22.5 DEGREE M.J. BEND. PROPOSED 8" 11.25 DEGREE M.J. BEND. PROPOSED 8" DDCVA AND CONCRETE PAD PER CITY DETAIL UT210 ON SHEET C5.8. PROPOSED 8"X4" REDUCER. PROPOSED 3"X2" REDUCER. PROPOSED 8" M.J. VALVE. PROPOSED 8" TEE. PROPOSED PVC 3" WATER LINE C900 DR 25. PROPOSED PVC 2" WATER LINE C900 DR 25. PROPOSED 3" 45 DEGREE M.J. BEND. PROPOSED 3" 22.5 DEGREE M.J. BEND. PROPOSED 3" 11.25 DEGREE M.J. BEND. PROPOSED 3" TEE. EXTENSION OF EXISTING 8" WATER STUB-OUT. EXTENSION OF EXISTING 2" RECLAIM WATER STUB-OUT. PROPOSED 4" METER CONFIGURATION & ASSOCIATED CONCRETE PAD LOCATION. METER ASSEMBLY AND CONCRETE PAD PER CITY DETAIL UT 209b ON SHEET C5.8. PROPOSED 1.5" RECLAIMED METER CONFIGURATION & ASSOCIATED CONCRETE PAD PER CITY DETAIL UT209c ON SHEET C5.8. PROPOSED 4"X3" REDUCER. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. PROPOSED 6" 45 DEGREE M.J. BEND. 6 7 8 9 10 11 12 13 14 15 16 17 1 18 GENERAL NOTES: a. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION FROM THESE REQUIREMENTS. b. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AN APPROVED IN WRITING PRIOR TO CONSTRUCTION. c. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWED FOR PUBLIC UTILITIES. d. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED. e. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: i. ONE PDF COPY ii. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES. 1 1 OWNERSHIP LINE CONNECTIONS TO BUILDING SCALE 1:10 SITE DEMAND: ·DOMESTIC PEAK FLOW: 87 GPM ·AVERAGE DOMESTIC DMPAND: 2545 GPD ·AVERAGE SEWER LOAD: 1750 GPD ·AVERAGE RECLAIM DEMAND: 1555 GPD 1 19 20 21 1 22 2 2 2 2 2 2 2 2 2 2 2 2 2 23 2 2 2 2 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX 24 2 25 Page 23 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C1.6 FI R E F L O W T E S T S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 3 PAGE 1 OF4 PROJECT: LOCATION: CITY/STATE: Static (psi)Residual (psi)Flow (gpm) Gauge Hydrant Elevation (ft) Building FFE (ft) 54 44 1492 165 160 Outlet Diameter #1 (in) Hydrant Coefficient #1 Pitot #1 (psi) Outlet Diameter #2 (in) Hydrant Coefficient #2 Pitot #2 (psi) Outlet Diameter #3 (in) Hydrant Coefficient #3 Pitot #3 (psi) Outlet Diameter #4 (in) Hydrant Coefficient #4 Pitot #4 (psi) 2.5 0.8 25 2.5 0.8 25 Test By:Date:Time: 2-inch Type:Mfg:Febco Model: 2-inch Mfg:Sensus Model: 0 87 Static (psi)Residual (psi)gpm psi 1.54 54.0 87 54 2.2 Included in Calcs 3.0 Included in Calcs 4.56 47.5 5.-9 -12 6.0 -2 7.47 33.5 8.-7 -7 9.40 26.5 OCOEE, FL ATTACHMENT # WATER SUPPLY SITE SURVEY BIG BOX RETAIL DOMESTIC DEMAND - BIG BOX RETAIL CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE Flow Rate (gpm)Domestic Demand Gauge Hydrant Location:N. Lakewood Ave and Clarona Ocoee Road Flow Hydrant Location:N. Lakewood Ave, approx 800 ft. southwest of Gauge Hydrant Telgian Engineering and Consulting 9/13/2024 10:20 AM Backflow Prevention: Size:860 Water Meter: Size:OMNI C2 Reduced Pressure Water meter loss Pressure at base of riser Low Public Pressure Total base of riser pressure Pressure available at test Elevation Adjustment Pressure loss due to friction Pressure at base of riser upstream of BFP & meter BFP loss/preload 87gpm @ 54psi 0 10 20 30 40 50 60 70 80 90 100 0 50 100 150 Pr e s s u r e ( p s i ) Flow (gpm) Raw Water Flow Test #4 Below #7 Below #9 Below Target Demand Telgian Engineering and Consulting 2 PAGE 1 OF4 PROJECT: LOCATION: CITY/STATE: Static (psi)Residual (psi)Flow (gpm) Gauge Hydrant Elevation (ft) Building FFE (ft) 54 44 1679 165 160 Outlet Diameter #1 (in) Hydrant Coefficient #1 Pitot #1 (psi) Outlet Diameter #2 (in) Hydrant Coefficient #2 Pitot #2 (psi) Outlet Diameter #3 (in) Hydrant Coefficient #3 Pitot #3 (psi) Outlet Diameter #4 (in) Hydrant Coefficient #4 Pitot #4 (psi) 2.5 0.9 25 2.5 0.9 25 Test By:Date:Time: 8-inch Type:Mfg:AMES Model: Mfg:Model: 0 1350 Static (psi)gpm psi 1.54 47.5 1350 33 2.2 Included in Calcs 3.0 Included in Calcs 4.56 44 5.-2.5 -3 6.0 0 gpm psi 7.53.5 41 8.-12 -12 9.41.5 29 Residual (psi) Pressure available at test Elevation Adjustment Pressure loss due to friction Pressure at base of riser upstream of BFP & meter ATTACHMENT # N. Lakewood Ave and Clarona Ocoee Road N. Lakewood Ave, approx 800 ft. southwest of Gauge Hydrant 10:20 AM 2000SS Telgian Engineering and Consulting Double Check Safety Factor and Low Public Pressure Total base of riser pressure BFP loss/preload Additional Demands WATER SUPPLY SITE SURVEY FIRE SPRINKLER DEMAND 9/13/2024 Backflow Prevention: Size: BIG BOX RETAIL CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE OCOEE, FL Water Meter: Size: Flow Rate (gpm)Calculated Demands Gauge Hydrant Location: Flow Hydrant Location: Water meter loss Pressure at base of riser downstream of BFP & meter 1350gpm @ 33psi 0 10 20 30 40 50 60 70 80 90 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Pr e s s u r e ( p s i ) Flow (gpm) Observed Flow Test Point Raw Water Flow Test #4 Below #7 Below #9 Below Target Demand Telgian Engineering and Consulting 4 PAGE 1 OF4 PROJECT: LOCATION: CITY/STATE: Static (psi)Residual (psi)Flow (gpm) Gauge Hydrant Elevation (ft) Building FFE (ft) 54 44 1679 165 160 Outlet Diameter #1 (in) Hydrant Coefficient #1 Pitot #1 (psi) Outlet Diameter #2 (in) Hydrant Coefficient #2 Pitot #2 (psi) Outlet Diameter #3 (in) Hydrant Coefficient #3 Pitot #3 (psi) Outlet Diameter #4 (in) Hydrant Coefficient #4 Pitot #4 (psi) 2.5 0.9 25 2.5 0.9 25 Test By:Date:Time: 8-inch Type:Mfg:AMES Model: Mfg:Model: 0 750 750 Static (psi) 1.54 46.0 46.0 gpm psi 2.2 Included in Calcs Included in Calcs 1500 20 3.0 Included in Calcs Included in Calcs 4.56 42.5 42.5 5.-2.5 -3 -3 6.0 0 0 7.53.5 39.5 39.5 8.-7 -7 -7 9.46.5 Pressure available at test Elevation Adjustment Pressure loss due to friction Pressure at remote hydrants upstream of BFP & meter BFP loss/preload Water meter loss Pressure at remote hydrants downstream of BFP & meter Low Public Pressure Available combined pressure at Total Fire Flow Demand 32.5 2000SS Residual (psi)Total Fire Flow Demand Distributed Fire Flows (gpm) Backflow Prevention: Size:Double Check Telgian Engineering and Consulting 9/13/2024 10:20 AM ATTACHMENT # WATER SUPPLY SITE SURVEY BIG BOX RETAIL FIRE HYDRANT DEMAND CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE OCOEE, FL Gauge Hydrant Location:N. Lakewood Ave and Clarona Ocoee Road Flow Hydrant Location:N. Lakewood Ave, approx 800 ft. southwest of Gauge Hydrant 1500gpm @ 20psi 0 10 20 30 40 50 60 70 80 90 0 400 800 1200 1600 2000 2400 Pr e s s u r e ( p s i ) Flow (gpm) Observed Flow Test Point Raw Water Flow Test #4 Below #7 Below #9 Below Fire Hydrant Demand Telgian Engineering and Consulting 3 PAGE 2 OF4 PROJECT: LOCATION: CITY/STATE: Static (psi)Residual (psi)Flow (gpm) Gauge Hydrant Elevation (ft) Building FFE (ft) 54 44 1492 165 160 Outlet Diameter #1 (in) Hydrant Coefficient #1 Pitot #1 (psi) Outlet Diameter #2 (in) Hydrant Coefficient #2 Pitot #2 (psi) Outlet Diameter #3 (in) Hydrant Coefficient #3 Pitot #3 (psi) Outlet Diameter #4 (in) Hydrant Coefficient #4 Pitot #4 (psi) 2.5 0.8 25 2.5 0.8 25 Test By:Date:Time: 2-inch Type:Mfg:Febco Model: 2-inch Mfg:Sensus Model: 0 87 Static (psi)Residual (psi)gpm psi 1.54 54.0 87 54 2.2 Included in Calcs 3.0 Included in Calcs 4.56 46.5 5.-9 -12 6.0 -2 7.47 32.5 8.-7 -7 9.40 25.5 OCOEE, FL ATTACHMENT # WATER SUPPLY SITE SURVEY BIG BOX RETAIL DOMESTIC DEMAND - FUEL CENTER CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE Flow Rate (gpm)Domestic Demand Gauge Hydrant Location:N. Lakewood Ave and Clarona Ocoee Road Flow Hydrant Location:N. Lakewood Ave, approx 800 ft. southwest of Gauge Hydrant Telgian Engineering and Consulting 9/13/2024 10:20 AM Backflow Prevention: Size:860 Water Meter: Size:OMNI C2 Reduced Pressure Water meter loss Pressure at base of riser Low Public Pressure Total base of riser pressure Pressure available at test Elevation Adjustment Pressure loss due to friction Pressure at base of riser upstream of BFP & meter BFP loss/preload 87gpm @ 54psi 0 10 20 30 40 50 60 70 80 90 100 0 50 100 150 200 Pr e s s u r e ( p s i ) Flow (gpm) Raw Water Flow Test #4 Below #7 Below #9 Below Target Demand Telgian Engineering and Consulting Page 24 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies PH-1 PH O T O M E T R I C P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 Page 1 of 1THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE. Da t e : 8 / 1 5 / 2 0 2 5 The magnitude of the differences between detailed analysis methods and field measurements varies. In general, differences of less than 20% can be expected, but in extreme cases, where a calculation method cannot handle the complexity of the lighting system, they may be greater. A more complete discussion of the uncertainties is available. ANSI / IES LS-6-20 Lighting Science: Calculation of Light and its Effects Provided BY: Application Solution Center apps@currentlighting.com 1-828-393-3774 3010 Spartanburg Hwy., East Flat Rock, NC 28726 De s i g n e r : D e b b i e J o h n s o n Dr a w i n g # : A2 4 1 8 4 0 D . A G I Provided for: Miguel Lomeli CPH Corp Patick Kelly-Current Oc o e e , F L Ev o l v e L E D A r e a E A L S 0 3 5 0 0 0 K @ 2 8 f t Bi g B o x R e t a i l L i g h t i n g S p e c A p p l i e d Ho r i z o n t a l F C ' s a t g r a d e & v e r t a t 5 f t Va l u e s a t 5 0 0 0 0 h o u r s Bi g B o x R e t a i l # 3 6 5 7 Scale: 1 inch= 50 Ft. F FUEL KIOSK BIG BOX RETAIL OCOEE, FL C O M M E R C I A L 20 f t Canopy Offset BALE PALLET DSD PATH REAR DR W REAR DR E ENTRY DR REAR W ENTRY DR REAR E U n i n c o r p o r a t e d R E S I D E N T I A L PARKING E RX DRIVE-THRU ODP ASSOC WALKWAY ODP PARKING ENTRY DR W FRONT AISLE ENTRY DR FUEL ENTRY DR FRONT FUEL PARKING FUEL AREA PARKING MAIN High Density PDU Treated as 3.5ft wall w/ 4.5ft columns High Density PDU 15 f t Canopy Offset ENTRY DR E LED STATISTICS SHOWN ARE AT 50000 HOURS L92 & L93 RATING (~12 YEARS @ 12 HRS/DAY) L92 = OPERATING HOURS AT WHICH AN AVERAGE OF 8% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS. THE POPULATION STILL EMITS 92% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT. L93 = OPERATING HOURS AT WHICH AN AVERAGE OF 7% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS. THE POPULATION STILL EMITS 93% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT. IN COMPARISON, NON-LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40-50% OF RATED LIFE, DEPENDING ON TECHNOLOGY, AND RATED LIFE OF B50, WHERE B50 = OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED. STOP ST O P STOP STOP CC RET E N T I O N PRO P . STOP STOP STOP STOP STOP CC CC CC CC A S T O P CC SITE B E N C H M A R K # 5 0 3 (P1) (P2) (P1) - (DNE ) FL(ST ) FL(ST ) FL(S T ) FL(S T ) FL(ST) FL(S T ) FL(S T ) FL(ST ) FL(S T ) FL(ST) FL(ST ) FL(ST ) (T2) (P3) (T3) (T1) FL(P E ) FL(P E ) FL(PE ) FL(PE) FL(PE) FL(P E ) -(ST) (T1) (T3) (P3) (T3) -(ST) (T3)(PE) (T3)(PE) FL(ST ) W W W W W W W W W W W W W W W W W W W W W CLARCONA OCOEE ROAD (AADT 21,200) N . L A K E W O O D A V E BANYAN CO V E B L V D (PROPOSED B Y O T H E R S ) W E S T B R I D G E C O U R T ( P R O P O S E D B Y O T H E R S ) TOP O F M A G N A I L & D I S K WITH " B M " L B # 7 1 4 3 ELE V = 1 5 8 . 9 3 ( N A V D ' 8 8 ) N:15 5 1 2 4 1 . 3 5 E:48 2 3 4 8 . 9 6 BENIFICIAL SPILL TO ADJACENT CROSSWALK & INTERSECTION BENIFICIAL SPILL TO ADJACENT CROSSWALK & INTERSECTION Notes: New site plan W131430-BASE-LS provided 2-13-25. Corrected store number to be #3657 and revise to have 7.0fc max. Big Box Retail mounting height 28ft. Standard voltage 480v at fuel. Site property lines do not join any residential property. Big Box Retail spec applied. Benificial spill (1.0fc max shown) to adjacent intersections, crosswalks & sidewalks as noted and not towards residential area. SD4_28_B SD4_28_B SD4_28_B D1D4_28 SD4_28_B D1H5_28 SF4_28_B D1F4_28 D1F4_28 SF4_28_B SF4_28_B SF4_28_B SF4_28_B SF4_28_B SH4_28_B SF4_28_B D1J5_28 D1H5_28 D1H5_28 D1H5_28 SF4_28_B D1H5_28 SF4_28_B SH4_28_B SD4_28_B SD4_28_B SH4_28_B SH4_28_B D1H5_28 D1H5_28 5.4 3.3 3.2 3.4 5.3 3.4 3.1 5.3 0.8 0.8 5.3 5.5 5.6 3.7 3.0 1.9 3.3 3.6 7.0 7.0 5.7 3.6 3.3 2.3 3.4 5.5 5.9 3.7 3.3 0.9 0.8 0.8 1.1 1.6 2.1 2.3 3.4 3.5 3.3 3.6 2.6 2.3 2.1 1.7 1.9 2.6 2.6 3.5 4.4 3.9 4.4 3.7 2.7 2.6 1.9 1.6 2.0 2.3 2.4 3.6 3.5 3.6 2.4 2.2 1.4 1.0 1.2 1.0 0.9 1.1 1.5 1.8 2.0 2.7 2.8 2.8 2.9 2.3 2.0 1.9 1.6 1.8 2.2 2.3 2.9 3.5 3.2 3.5 3.1 2.4 2.3 1.8 1.6 1.8 2.0 2.2 2.9 2.9 2.9 2.3 1.9 1.7 1.1 0.7 1.4 1.1 0.9 1.1 1.3 1.6 1.8 2.2 2.4 2.3 2.4 2.0 1.8 1.7 1.6 1.7 2.0 2.1 2.5 2.9 2.8 2.9 2.6 2.2 2.0 1.7 1.5 1.7 1.9 2.0 2.4 2.5 2.5 2.4 2.0 1.7 1.4 1.0 0.7 1.7 1.2 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.4 1.5 1.5 1.7 1.8 1.7 1.8 1.7 1.5 1.5 1.4 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.5 1.4 1.2 1.0 0.7 2.0 1.4 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.3 1.3 1.2 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.3 1.5 1.6 1.7 2.0 2.0 1.9 1.9 1.6 1.4 1.1 0.8 2.0 1.4 1.2 1.3 1.5 1.7 2.0 2.0 2.0 2.0 1.8 1.6 1.5 1.3 1.3 1.5 1.7 1.8 2.1 2.1 2.1 2.1 1.8 1.6 1.5 1.3 1.2 1.3 1.6 1.9 2.1 2.7 2.7 2.7 2.7 2.1 1.7 1.4 0.9 2.1 1.5 1.3 1.5 1.8 2.1 2.7 2.7 2.7 2.8 2.2 1.9 1.7 1.4 1.4 1.7 1.9 2.2 2.8 2.8 2.8 2.8 2.2 1.9 1.7 1.3 1.1 1.2 1.7 2.0 2.1 2.9 2.9 2.8 2.9 2.1 1.8 1.5 0.9 1.9 1.4 1.3 1.7 2.0 2.1 3.0 3.0 2.9 3.1 2.2 2.0 1.8 1.3 1.3 1.7 2.1 2.2 3.1 3.0 3.0 3.1 2.2 2.0 1.8 1.2 1.1 1.3 2.0 2.5 2.8 4.5 4.6 4.4 4.6 2.9 2.4 1.9 1.0 1.6 1.3 1.4 2.0 2.7 3.1 5.0 5.2 5.1 5.2 3.2 2.7 2.2 1.5 1.5 2.1 2.7 3.1 5.1 5.2 5.1 5.2 3.2 2.7 2.2 1.4 1.1 1.4 2.2 2.9 3.3 5.5 5.5 5.3 5.6 3.4 2.8 2.1 1.1 1.5 1.3 1.4 2.2 2.8 3.2 5.4 5.2 5.1 5.5 3.3 2.8 2.3 1.5 1.5 2.2 2.8 3.2 5.4 5.3 5.1 5.6 3.3 2.8 2.3 1.4 1.1 1.3 2.1 2.8 3.0 5.2 4.8 4.6 5.3 3.1 2.6 2.1 1.1 1.3 1.2 1.4 2.2 2.8 3.1 5.3 5.0 4.8 5.4 3.2 2.8 2.3 1.5 1.5 2.2 2.8 3.1 5.2 5.0 4.8 5.4 3.2 2.7 2.3 1.4 1.1 1.4 2.2 3.0 3.4 5.6 5.9 5.8 5.8 2.2 1.1 1.3 1.2 1.4 2.1 2.8 3.2 5.2 5.3 5.2 5.4 3.3 2.8 2.3 1.5 1.5 2.1 2.8 3.2 5.2 5.4 5.2 5.4 3.3 2.8 2.2 1.4 1.2 1.4 2.0 2.5 2.7 3.9 3.9 3.8 4.0 1.4 1.2 1.3 1.8 2.1 2.2 3.2 3.2 3.1 3.3 2.3 2.1 1.8 1.3 1.3 1.7 2.1 2.2 3.2 3.2 3.1 3.3 2.3 2.1 1.8 1.3 1.2 1.5 2.0 2.4 2.7 3.5 3.5 3.4 3.4 1.5 1.3 1.3 1.6 1.9 2.1 2.8 2.8 2.7 2.8 2.2 1.9 1.7 1.3 1.3 1.6 1.8 2.1 2.8 2.8 2.7 2.8 2.2 1.9 1.7 1.4 1.4 1.8 2.3 2.8 3.3 3.9 4.0 3.9 3.6 1.7 1.3 1.2 1.4 1.6 1.8 2.2 2.2 2.2 2.2 1.8 1.6 1.5 1.2 1.2 1.4 1.6 1.7 2.1 2.2 2.1 2.1 1.8 1.6 1.5 1.3 1.3 1.8 2.3 2.6 3.3 3.7 3.5 3.7 3.1 1.3 1.4 1.3 1.3 1.2 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.7 2.4 2.5 3.3 3.7 3.4 3.7 2.8 1.3 1.5 1.4 1.3 1.1 1.2 1.2 1.1 3.2 5.0 5.6 5.3 5.5 3.9 5.3 5.4 1.0 1.2 1.5 2.2 3.0 3.1 3.1 2.8 1.7 1.4 1.0 0.7 0.9 1.2 1.5 0.9 1.1 1.4 1.9 2.7 2.4 2.5 2.4 1.5 1.2 0.8 0.7 0.9 1.3 1.7 2.7 2.8 2.8 3.0 2.2 1.2 0.9 1.0 1.4 1.9 2.0 2.0 2.4 1.7 1.1 0.8 0.9 1.2 1.6 1.8 2.4 1.1 1.3 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.2 0.3 0.3 0.3 0.4 0.6 0.4 0.4 0.5 0.7 0.8 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.6 0.8 0.9 1.0 0.9 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.7 0.8 0.7 0.6 0.8 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.7 0.4 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.4 0.7 0.8 0.8 0.8 0.6 0.4 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 1.1 1.1 1.8 2.0 0.7 1.0 1.6 1.7 0.5 0.7 1.0 1.1 1.1 0.5 0.6 0.7 0.8 0.8 0.9 1.0 0.4 0.7 0.7 0.7 0.7 0.7 0.8 0.9 0.9 1.0 0.8 1.7 1.5 1.1 2.3 2.1 1.3 2.9 2.3 2.7 3.1 2.9 3.1 2.8 3.0 3.5 0.7 2.5 2.1 1.4 1.1 2.8 2.9 2.7 1.9 1.5 2.5 2.7 2.7 1.9 1.4 0.8 2.8 2.9 3.4 3.7 2.6 1.7 0.8 3.0 3.7 2.6 3.2 1.5 2.4 2.6 3.6 3.9 2.4 1.4 2.2 2.4 3.2 3.5 2.4 1.2 1.8 1.8 2.1 2.2 1.6 1.1 1.6 1.7 1.9 2.0 1.6 1.1 1.6 1.7 1.8 2.0 1.7 1.0 1.5 1.7 1.7 2.0 1.8 0.9 1.5 1.9 1.8 2.4 2.1 3.8 3.3 4.0 3.2 4.0 3.5 2.8 2.5 2.7 2.4 2.6 2.2 2.9 2.2 3.5 2.5 3.8 3.3 3.2 2.9 2.0 1.9 1.6 1.5 1.8 2.2 2.3 3.3 3.4 3.2 3.5 2.6 2.2 2.1 1.5 1.5 1.9 1.9 2.3 3.1 3.0 3.5 3.8 3.4 4.1 5.2 4.8 4.9 4.5 2.9 2.6 2.0 1.7 2.3 3.0 3.3 5.3 5.7 5.5 5.8 3.9 3.0 2.7 1.8 1.7 2.4 2.6 3.4 5.0 4.8 5.5 5.5 4.4 5.2 5.8 5.4 5.7 5.3 3.3 3.0 2.2 1.9 2.5 3.4 3.8 6.3 6.7 6.3 6.8 4.4 3.5 3.0 2.0 1.9 2.7 3.0 4.0 5.8 5.5 6.3 6.3 4.9 5.8 3.5 3.0 4.2 3.9 3.6 3.3 2.1 5.1 3.3 4.4 3.1 3.5 3.0 3.7 3.6 1.5 2.1 2.3 2.4 2.7 2.9 1.9 2.8 2.6 2.4 2.7 2.8 2.4 2.8 2.5 2.7 2.8 2.7 2.8 2.7 2.7 2.3 2.5 2.9 2.9 2.7 2.8 3.0 2.5 2.4 2.5 2.7 2.8 2.6 2.9 3.3 2.1 2.6 2.4 2.6 2.9 2.7 3.2 3.9 2.4 2.9 2.5 2.8 3.5 3.4 4.6 6.0 2.4 2.9 2.3 2.8 3.5 3.3 4.3 5.7 2.1 2.7 2.1 2.7 3.5 3.4 4.6 6.1 2.1 2.6 2.1 2.6 3.2 3.1 4.1 5.4 1.7 2.0 1.7 2.1 2.6 2.3 2.8 3.4 3.2 4.0 3.7 2.92.4 2.4 2.7 2.3 2.7 2.5 2.5 2.5 2.4 2.5 2.2 2.1 2.0 1.6 1.7 2.1 2.1 2.2 2.5 3.3 3.3 3.4 3.3 2.6 2.7 2.7 2.8 2.0 2.0 2.0 0.4 0.5 0.7 0.8 1.2 1.7 1.5 0.7 1.1 1.3 1.2 1.3 1.1 0.7 0.6 0.5 0.5 0.6 0.8 1.2 1.7 2.5 2.6 0.4 0.5 0.6 0.7 1.0 1.2 1.1 1.2 1.0 0.7 0.6 0.5 0.5 0.6 0.8 1.1 1.7 2.5 2.7 0.9 0.9 0.9 0.8 0.6 0.5 0.5 0.5 0.6 0.8 1.0 1.6 2.3 0.4 0.4 0.4 0.4 0.4 0.6 0.8 1.0 1.6 2.6 3.9 3.4 3.1 2.5 1.9 1.7 1.5 1.4 1.7 2.0 2.2 3.0 3.2 3.0 3.2 2.6 2.1 1.9 1.5 1.4 1.7 1.9 2.3 2.9 2.9 3.3 3.6 3.3 3.8 4.4 1.1 1.4 1.4 1.3 1.3 1.0 0.8 1.2 1.3 1.2 1.5 1.4 1.3 1.4 2.0 1.4 1.5 1.7 1.7 2.4 2.5 2.0 1.4 1.6 1.8 1.8 1.7 1.4 1.5 1.6 1.6 1.5 1.4 1.3 1.3 1.5 1.6 0.9 1.0 1.1 1.2 0.4 0.6 0.9 1.2 1.9 1.8 0.5 0.4 0.5 0.7 0.9 1.2 1.1 0.8 0.8 0.6 0.4 0.4 0.6 2.4 2.5 1.9 1.3 1.1 0.7 2.2 2.6 2.1 2.6 1.9 1.3 2.1 2.5 2.2 2.6 1.5 1.8 0.6 0.8 1.0 1.2 1.7 2.0 0.8 0.9 1.1 1.6 1.7 1.5 1.2 0.9 0.8 0.9 1.0 1.1 1.1 1.3 1.4 1.4 1.6 1.9 2.2 2.9 2.9 3.3 0.6 1.0 1.4 1.7 1.9 1.9 1.8 1.8 1.4 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.0 1.1 1.3 1.9 2.9 3.2 4.3 0.6 1.0 1.5 2.5 3.0 2.3 2.0 1.9 1.4 1.2 1.0 0.8 0.7 0.7 0.7 0.8 0.8 0.8 1.1 1.7 2.8 3.0 4.2 2.0 1.3 1.1 1.0 2.7 1.6 1.3 1.0 2.5 1.7 1.5 1.4 1.7 1.8 2.1 1.5 1.7 2.2 1.8 2.2 3.2 2.1 2.8 4.1 2.0 2.5 3.7 2.3 2.9 4.2 2.2 2.5 3.4 2.0 2.0 2.3 2.0 2.0 2.2 2.4 2.5 2.3 2.5 2.4 2.6 2.4 2.6 2.2 2.3 2.3 2.6 2.3 2.7 2.8 3.7 3.1 4.3 3.1 4.3 3.7 4.8 4.1 4.7 4.0 4.2 4.0 4.0 3.1 2.4 1.5 0.8 4.7 4.1 4.0 3.8 2.8 2.3 1.5 0.8 6.0 5.3 4.9 4.2 2.7 2.1 1.3 0.7 4.3 4.9 4.8 4.3 3.7 0.6 0.9 1.0 1.2 1.3 1.7 0.8 0.7 1.4 2.7 0.7 0.7 0.8 0.7 1.1 1.0 1.7 1.3 1.9 1.4 2.6 1.7 3.5 2.2 3.3 2.0 3.6 2.2 2.9 1.9 2.0 1.5 1.9 1.5 1.4 1.2 3.8 2.9 1.4 1.2 2.7 2.3 1.8 1.5 2.7 2.3 2.0 1.5 2.9 2.4 2.5 1.7 2.4 2.2 3.5 2.2 2.3 2.2 3.3 2.0 3.0 2.6 3.5 2.1 2.1 1.5 1.1 1.2 1.3 1.6 2.0 2.0 2.0 2.0 1.5 1.3 1.1 0.9 0.8 1.0 1.1 1.3 1.7 1.9 1.8 1.8 1.7 1.3 2.7 2.5 3.1 1.9 1.9 1.4 1.0 1.1 1.3 1.5 2.1 2.0 2.0 2.0 1.4 1.2 1.0 0.8 0.7 0.9 1.1 1.3 1.7 2.0 1.9 2.0 1.8 1.3 1.2 1.0 1.1 1.7 2.7 3.0 4.6 5.9 2.8 2.5 1.9 1.4 2.3 2.3 1.9 1.3 1.2 1.0 1.0 1.5 2.4 2.6 3.9 5.0 4.5 4.9 3.7 2.5 2.2 1.7 1.3 2.4 2.9 2.6 2.9 2.3 1.7 1.6 1.1 0.9 0.6 0.5 2.9 2.7 2.9 2.6 1.8 1.9 1.9 2.1 3.0 2.8 2.9 2.8 2.8 2.9 2.5 1.9 1.9 1.9 2.2 3.0 3.0 3.0 2.0 2.0 2.0 2.0 1.6 1.5 1.5 1.6 2.0 2.1 2.1 2.2 2.0 1.8 1.7 1.5 1.6 1.8 1.6 1.7 1.8 1.8 2.2 1.8 1.8 2.4 2.3 2.7 3.4 2.3 2.3 3.6 3.5 3.1 2.7 2.6 2.6 4.2 3.9 3.1 2.5 2.5 2.4 4.0 3.4 2.0 2.4 2.6 2.5 4.1 1.5 2.0 2.2 2.1 2.7 2.8 2.8 2.7 2.0 1.5 1.5 1.5 1.6 2.4 2.8 2.7 2.8 2.4 1.9 2.1 2.1 1.9 2.9 1.5 1.7 1.9 2.8 2.9 2.9 2.9 2.2 1.6 1.5 1.5 1.7 2.5 3.0 2.8 3.0 2.6 1.9 1.9 1.7 1.6 4.7 4.4 3.0 1.8 1.1 0.8 0.7 0.7 0.7 0.7 0.8 1.1 1.9 2.2 2.6 1.9 1.6 1.1 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.2 2.3 3.5 4.2 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Calculation Summary Illuminance Foot-candles Arr. Lum. Lumens BUG Rating Label Avg Max Min Avg/Min Max/Min # Pts Bale Pallet DSD Path 1.38 2.6 0.4 3.45 6.50 37 Entry Dr E 3.21 6.0 0.7 4.59 8.57 53 Entry Dr Front 1.97 5.9 0.5 3.94 11.80 148 Entry Dr Fuel 1.23 2.7 0.6 2.05 4.50 10 Entry Dr Rear E 2.30 1 D1D4_28 Back-Back 0.828 2-EALS035D4AF750NDD1BLCKF 25ft pole on 3ft base 3.7 0.7 3.29 140 20000 B2-U0-G2 5.29 27 Entry Dr Rear W 1.42 3.5 0.4 3.55 8.75 46 Entry Dr W 1.75 4.3 0.6 2.92 7.17 113 Front Aisle 3.63 6.8 1.5 2.42 4.53 87 Front Sidewalk 2.58 4.4 1.4 1.84 3.14 30 Fuel Area 2.30 4.2 1.5 1.53 2.80 94 Fuel Parking 2.52 2 D1F4_28 Back-Back 0.837 2-EALS035F4AF750NDD1BLCKF 25ft pole on 3ft base 232 30000 B2-U0-G2 7 D1H5_28 Back-Back 0.837 2-EALS035H5SM750NDD1BLCKF 25ft pole on 3ft base 280 40000 B4-U0-G2 1 D1J5_28 Back-Back 0.837 2-EALS035J5SM750NDD1BLCKF 25ft pole on 3ft base 372 50000 B4-U0-G2 6 SD4_28_B Single 0.828 1-EALS035D4AF750NDD1BLCKF w/ 1-ELS-EAL-RBL-BLCK 25ft pole on 3ft base 70 8900 B1-U0-G2 9 SF4_28_B Single 0.837 1-EALS035F4AF750NDD1BLCKF w/ 1-ELS-EAL-RBL-BLCK 25ft pole on 3ft base 116 13400 B1-U0-G2 4 SH4_28_B Single 0.837 1-EALS035H4AF750NDD1BLCKF w/ 1-ELS-EAL-FBL-BLCK 25ft pole on 3ft base 140 18500 B2-U0-G3 3.0 1.8 1.40 1.67 22 ODP Assoc Walkway 2.62 4.0 1.6 1.64 2.50 31 ODP Parking 2.89 6.1 1.5 1.93 4.07 84 Parking E 2.25 4.0 0.9 2.50 4.44 58 Parking Main 2.35 7.0 0.7 3.36 10.00 683 Rear Drive E 1.05 2.7 0.4 2.63 6.75 68 Rear Drive W 1.46 2.5 0.8 1.83 3.13 41 RX Drive Thru 3.55 5.1 2.1 1.69 2.43 15 Vert 5ft East Prop Line 0.50 0.9 0.0 N.A.N.A.65 Vert 5ft Front Prop Line 0.25 0.7 0.0 N.A.N.A.71 Vert 5ft Parking IN 1.81 4.7 0.7 2.59 6.71 15 Vert 5ft Parking OUT 1.41 4.2 0.5 2.82 8.40 15 Vert 5ft Rear Prop Line 0.06 0.1 0.0 N.A.N.A.35 Vert 5ft West Prop Line 0.29 1.0 0.0 N.A.N.A.81 Page 25 of 414 C L A R A C O N A - O C O E E R O A D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' SITE BENCHMARK #501 STOP STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' DD S49°49'02"E 3 7 0 . 0 6 ' 10.86' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A 9 4 . 2 3 ' 4 4 . 7 9 ' 3 5 . 7 5 ' 32. 7 5 ' 9.8 8 ' 18. 0 0 ' 29. 8 7 ' 41. 0 0 ' 34. 1 4 ' 28. 8 7 ' 43. 0 0 ' 2 4 . 0 0 ' 3 2 . 0 0 ' R35' R10' R3' R25' R3' 5.00' 4 6 . 1 7 ' 9 11 2 2 17 6 19 8 21 22 23 4 18 7 20 16 15 1 3 26 5 12 10 13 (ST) (T1) (T3) (P3) 8 8 8 8 13 25 6 6 6 9. 5 0 ' 1 2 . 0 0 ' 1 0 . 0 0 ' (T3) R30' ( H C ) 14 15 24 R35' R25' R35' R35' 10 (ST) (PE) (PE) 27. 0 2 ' 8. 1 2 ' WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) 26 8 (ST1) 25 13 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 SITE BENCHMARK #501 N L A K E W O O D AVE N U E 2ND A V E N U E STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (ST) (ST) (ST) (PE) (PE) (ST) (ST) (ST) DD (ST) S49°49'02"E 370.06' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (ST1) (PE)(PE) (PE) (PE)(ST) (ST)(DNE)(PE) (PE) M STOP STOP STOP (PE) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) (ST1) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C3.1 EN L A R G E D G A S S T A T I O N S I T E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 HANDICAP RAMP 1:12 SLOPE (MAX) 0 Graphic Scale in Feet 20 20 40 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 PROPERTY LINE SWSL SYSL DYSL SWDL SBYL SINGLE WHITE SOLID LINE SINGLE YELLOW SOLID LINE DOUBLE YELLOW SOLID LINE SINGLE WHITE DASHED LINE SINGLE BROKEN YELLOW LINE PROPOSED LEGEND PROPOSED BUFFER LINE PAINTING STRIPING LEGEND PROPOSED PAVEMENT LEGEND (ST)STOP (R1-1) (30") SIGN LEGEND (P3)PICK UP SIGN (ARROW RIGHT) (T1)TRUCK ENTRY SIGN (ARROW RIGHT) (T3)TRUCK EXIT SIGN (ARROW LEFT) (PE)STOP HERE FOR PEDESTRIANS (SEE DETAIL SHEET) 10 PARKING SPACE COUNT HEAVY DUTY PAVEMENT: PER DETAIL SHEET C5.0 STANDARD DUTY ASPHALT PAVEMENT: PER DETAIL SHEET C5.0 ARCHITECTURAL CONCRETE, SEE ARCH. PLANS TRANSFORMER SIDEWALK: PER DETAIL SHEET C5.0 HEAVY DUTY CONCRETE: PER DETAIL SHEET C5.0 GUIDE RAIL FENCE (AS NOTED ON PLAN) SITE LEGEND PROPOSED SWSL / 4". 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET C5.0. PEDESTRIAN CROSSWALK, SEE PLAN FOR WIDTH, SEE DETAIL SHEET C5.2. ACCESSIBLE PARKING SPACE PER FDOT INDEX NO. 711-001 AND SIGNAGE PER FDOT INDEX NO. 700-102 TYPICAL. SEE DETAIL SHEET C5.2. CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR DETAILS. SEE STRUCTURAL PLANS FOR GAS STATION CANOPY DETAILS. NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST, SEE DETAIL SHEET C5.3. PROPOSED DYSL / 4" (LINES TO BE EXTENDED FROM THE STOP BAR OR CROSSWALK), SEE DETAIL SHEET C5.1. 2 3 4 5 6 7 8 9 10 11 12" WIDE STOP BAR AND STOP MESSAGE PAINTED ON PAVEMENT. SEE DETAIL SHEET C5.1. 12 13 PROPOSED CONCRETE SIDEWALK, 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE. ARROW PAVEMENT MARKINGS (TYPICAL), SEE TYPE INDICATED AT SYMBOL, SEE DETAIL SHEET C5.2. 14 PROPOSED HANDICAP RAMP TYPE CR-G, 1:12 MAX. SLOPE WITH 2' DEEP DETECTABLE WARNINGS, PER FDOT INDEX 522-002. 15 PROPOSED MONUMENT SIGN LOCATION, SEE ARCH PLANS FOR DETAILS. 16 PROPOSED CONCRETE RODENT BARRIER, SEE ARCH PLANS FOR DETAILS. 17 PROPOSED TANK VENT SYSTEM, REF. FUEL PLANS FOR DETAILS. 18 PROPOSED UNDERGROUND FUEL STORAGE TANKS, REF. FUEL PLANS FOR DETAILS. 19 PROPOSED E-STOP, REF. ARCH. PLANS FOR DETAILS. SEE ARCH PLANS FOR BUILDING DETAILS AND MEASUREMENTS.1 22 PROPOSED FUEL DISPENSER (TYP.), REF. FUEL PLANS FOR DETAILS. 23 PROPOSED AIR STATION, REF. ARCH. PLANS FOR DETAILS. PROPOSED PIPE BOLLARD, REF. ARCH PLANS 20 PROPOSED TACTILE WARNING, REF. ARCH PLANS. 21 NEW SIGN MOUNTING AND BASE WITH BOLLARD, SEE DETAIL SHEET C5.3. 24 (1) PROPOSED BIKE RACK. TOTAL CAPACITY OF 1 BICYCLE. (T2)TRUCK ENTRY SIGN (ARROW LEFT) KEY MAP N.T.S. NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYAN COVE BLVD DONE BY OTHERS. 3.ALL STRIPING ON THE RIGHT OF WAY MUST BE THERMOPLASTIC PAINT. MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 (HC)ADA SINGLE POST SIGN MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 1 2 25 24" THERMO STOP BAR PER FDOT INDEX NO. 711-001 26 6" DYSL / (THERMO) PER FDOT INDEX NO. 711-001 (ST1)STOP (R1-1) (36") Page 26 of 414 F O FO F O FO WA T FW FW F W FW WA T WA T W A T F W S W A T W A T W A T W A T W A T W A T W A T E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 1 9 0+0 0 1+0 0 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N L A K E W O O D AVE N U E 2ND A V E N U E STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL DD S49°49'02"E 37 0 . 0 6 ' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (ST1) (ST1) (ST1) M STOP STOP STOP R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' 5.0' 5.0' 5.0' 5.0' 5.0' LIGHT POLE LOCATIONS NO. 23 24 25 26 27 28 29 30 NORTHING 1551114.9627 1551117.9124 1551181.9060 1551231.8192 1551339.6489 1551349.5691 1551294.0866 1551207.1477 EASTING 482097.4318 482191.4458 482140.9580 482073.9057 482048.5965 482141.6498 482215.2989 482258.6650 WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) FO F O F O F O F O F O F O F O F O F O F O F O FO FO F O FW F W FW FW FW FW F W F W F W E E E E E E E E E E F W F W F W F W F W S S R W M R W M R W M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T WA T WA T WA T W A T WA T WA T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T W A T E E E E E E E E E 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 S S S S S S C L A R A C O N A - O C O E E R O A D SITE BENCHMARK #501 STOP STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (P2) (ST) (P1) (PE) (PE) (ST) (ST) (ST) (T1) (P3) (T3) DD (ST) S49°49'02"E 3 7 0 . 0 6 ' 10.86' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (PE) (PE) 21 23 24 25 26 27 28 29 30 2 12 18 3 12 HYDRANT "E" HYDRANT "F" 6" WYE CLEANOUT INV. = 154.50 6" WYE CLEANOUT INV. = 154.30 19 19 19 STRUCTURE NO. SS-6 SAN. MH TOP = 158.07 INV. NW. = 150.77 INV. SE. = 150.67 STRUCTURE NO. SS-5 SAN. MH TOP = 157.56 INV. NW. = 151.23 INV. SE. = 151.13 STRUCTURE NO. SS-4 SAN. MH TOP = 156.50 INV. NE. = 153.83 INV. SE. = 153.73 6" PVC SAN. SEWER 15 LF @ 2.8% 8" PVC SAN. SEWER 63 LF @ 3.8% 8" PVC SAN. SEWER 85 LF @ 0.4% 8" P V C S A N . S E W E R 14 5 L F @ 0 . 6 % 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 0 Graphic Scale in Feet 20 20 40 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 KEY MAP N.T.S. XX.XX XX.XX XX.XX TOP OF CURB ELEV. PAVEMENT ELEV. PAVEMENT ELEV. STORM / SANITARY MANHOLE DITCH BOTTOM INLET HANDICAP RAMP 1:12 SLOPE (MAX) HIGH POINT STORM PIPE LEGEND PROPERTY LINE PROPOSED BUFFER LINE PROPOSED LEASE LINE ELECTRIC EASEMENT LINE E ELECTRIC LINE FO FIBER OPTIC FW FIRE WATER IC IRRIGATION LINE S SANITARY SEWER W WATER MAIN REDUCER GATE VALVE WATER LINE FITTINGS FIRE DEPARTMENT CONNECTION FIRE HYDRANT DOWN SPOUT CLEAN OUTC.O. D.S. NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE BLVD DONE BY OTHERS. 3.SITE WILL BE CLEARED OF EXISTING UTILITIES. 4.WE WILL BE DISCHARGING TO MASTER WATER SYSTEM. HYDRANT DISTANCE TABLE HYDRANT ID DISTANCE (FT) FROM MAIN BUILDING ±DISTANCE (FT) FROM FUEL ± HYDRANT "F"215 188 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C3.2 EN L A R G E D F U E L U T I L I T I E S S I T E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 1 2 3 4 5 PROPOSED UTILITY LEGEND PROPOSED FIRE DEPARTMENT CONNECTION. PROPOSED PVC 8" DIP FIRE LINE C900 DR 14. PROPOSED 8"x6" TEE & 6" M.J. GATE VALVE W/ FIRE HYDRANT ASSEMBLY, SEE DETAIL ON SHEET C5.7. PROPOSED 8" 90 DEGREE M.J. BEND. PROPOSED 8" 45 DEGREE M.J. BEND. PROPOSED 8" 22.5 DEGREE M.J. BEND. PROPOSED 8" 11.25 DEGREE M.J. BEND. PROPOSED DDCVA & ASSOCIATED CONCRETE PAD LOCATION, SEE DETAIL ON SHEET C5.8. PROPOSED 8"X3" REDUCER. PROPOSED 3"X2" REDUCER. PROPOSED 8" M.J. VALVE. PROPOSED 8" TEE. PROPOSED PVC 3" WATER LINE C900 DR 25. PROPOSED PVC 2" WATER LINE C900 DR 25. PROPOSED 3" 45 DEGREE M.J. BEND. PROPOSED 3" 22.5 DEGREE M.J. BEND. PROPOSED 3" TEE. PROPOSED 2" 45 DEGREE M.J. BEND. PROPOSED 2" 90 DEGREE M.J. BEND. 6 7 8 9 10 11 12 13 14 15 16 17 18 2 19 Page 27 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N L A K E W O O D AVE N U E 2ND A V E N U E STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL DD S49°49'02"E 370 . 0 6 ' N6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (ST1) (ST1) (ST1) M STOP STOP STOP R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' 154.5 M.E. 154.9 M.E. 154.2 M.E. 154.7 M.E. 155.1 M.E. 155.2 M.E. 155.65 154.4 M.E. 158.00 157.50 PROPOSING TO LOWER THIS LID FROM 158.34-->158.05 158.38 158.70 157.75 157.80 OUTFALL 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 1 9 0+0 0 1+0 0 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 C L A R A C O N A - O C O E E R O A D SITE BENCHMARK #501 STOP STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (P2) (ST) (P1) (PE) (PE) (ST) (ST) (ST) (T1) (P3) (T3) DD (ST) S49°49'02"E 3 7 0 . 0 6 ' 10.86' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (PE) (PE) 3:1 154.7 M.E. 155.1 M.E. 155.2 M.E. 154.4 M.E. 158.00 157.50 157.75 157.80 1571 5 7 157 157 1 5 8 155 155 15 5 15 6 1 5 6 1 5 6 157 157 15 7 1 5 7 15 7 1 5 8 1 5 8 15 8 1 5 8 1 5 8 15 8 159 1 5 9 15 6 15 7 15 8 1 5 8 1 5 8 1 5 9 1 5 9 15 6 1 5 7 1 5 4 15 4 15 5 1 5 5 1 5 6 15 6 15 6 1 5 7 15 7 15 7 157.30 156.80 157.67 157.17 158.72 158.22 158.79 158.29 158.07 157.57 157.64 157.14 157.53 157.03 158.07 157.57 157.07 156.57 157.65 157.15 157.78 157.28 158.53 158.03 158.42 157.92 158.16 157.66 157.96 157.46 157.37 156.87 157.37 156.87 157.24 156.74 157.13 156.63 157.42 156.92 157.27 156.77 157.23 156.73 157.52 157.02 157.45 156.95 157.99 157.49 157.53 156.75 156.25 158.14 157.64157.05 156.55 157.22 156.72 157.31 156.81 158.75 158.25 158.96 158.46 158.08 157.58 158.00 157.50 158.14 157.64 158.51 158.01 158.46 157.96 158.01 157.51 157.71 157.21 158.18 157.68 158.51 158.01 158.19 157.69 158.05 157.55 157.66 157.16 158.50 158.00 158.96 158.46 159.80 159.30 159.31 158.89 158.96 159.31 159.31 158.60 158.60 159.30 158.80 157.95 157.45 157.48 157.52 157.50 157.50 157.40 157.40 157.40 157.77 157.27 157.66 157.16 157.20 156.70 159.80 159.30 158.70 158.20 157.95 157.45 157.14 156.64 156.27 155.77 157.35 156.85 159.50 159.50 159.50 159.50 157.37 156.87 158.85 158.35 157.50 157.00 157.9± M.E. 157.6± M.E. 157.20 156.70 154.4± M.E. 157.17 156.67 157.37 156.87 157.45 156.95 156.40 1 5 8 3:1 5:1 5:1 152.76 152.76 WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) FO F O F O F O F O F O F O F O F O F O F O F O FO FO F O FW F W FW FW FW FW F W F W F W E E E E E E E E E E F W F W F W F W F W S S R W M R W M R W M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T WA T WA T WA T W A T WA T WA T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T W A T E E E E E E E E E 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 S S S S S S S-10 S-9 S-4 S-3 CATCH BASIN PIPE CONNECTION TO BE BUILT BY OTHERS STORM DRAINAGE STRUCTURE TABLE STRUCTURE NUMBER S-3 S-4 S-9 S-10 LOCATION N. 1551048.01 E. 482108.26 N. 1551165.50 E. 482209.40 N. 1551245.42 E. 482257.52 N. 1551368.67 E. 482088.18 DESCRIPTION TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 TYPE F INLET, FDOT 425-053 FLOW LINE ELEVATIONS 152.59 S 152.60 N 152.90 W 152.91 SE 153.32 S 153.32 NW 153.74 SE RIM/TOP ELEVATION 156.26 157.22 157.14 156.68 STORM PIPE SCHEDULE NO. S-4 TO S-5 S-8 TO S-9 S-9 TO S-10 LENGTH 27' 49' 206' SIZE 24 in. RCP 24 in. RCP 18 in. RCP SLOPE 0.20% 0.13% 0.20% www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C3.3 EN L A R G E D F U E L G R A D I N G S I T E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S 07 / 2 9 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S 12 / 3 0 / 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 0 Graphic Scale in Feet 20 20 40 N www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 KEY MAP N.T.S. CN-F MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 MA T C H L I N E A - S E E M A T C H L I N E A S H E E T C 1 . 2 XX.XX XX.XX XX.XX TOP OF CURB ELEV. PAVEMENT ELEV. PAVEMENT ELEV. SLOPE OF FLOW HANDICAP RAMP 1:12 SLOPE (MAX) GUIDE RAIL FENCE (AS NOTED ON PLAN) CONSTRUCTION FENCE (AS NOTED ON PLAN) LEGEND PROPERTY LINE PROPOSED BUFFER LINE PROPOSED LEASE LINE PIPE MATERIALS: STORMWATER PIPE RCP PIPE SHALL COMPLY WITH ASTM C76 ERCP PIPE SHALL COMPLY WITH ASTM C507 HDPE PIPE SHALL COMPLY WITH ASTM D3350 PVC PIPE SHALL COMPLY WITH ASTM D3034, SDR 35 NOTES: 1.GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO ENSURE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED BY THE CONTRACTOR: a.ASPHALT PAVEMENT: MIN. 1% SLOPE b.CONCRETE PAVEMENT: MIN. 1% SLOPE c.GUTTERS: MIN 0.5% 2.STRUCTURE BOTTOMS SHALL BE TYPE 'P' BOTTOMS PER FDOT REQUIREMENTS, UNLESS PIPE SIZES AND LOCATION REQUIRE A TYPE 'J' BOTTOM. CONTRACTOR SHALL REVIEW DESIGN AND PROVIDE APPROPRIATELY SIZED BOTTOMS PER FDOT REQUIREMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ADA AREAS ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. IF THE CONTRACTOR DETERMINES THAT ANY INFORMATION SHOWN ON THIS PLAN MAY NOT BE IN COMPLIANCE THEY SHALL NOTIFY THE ENGINEER PRIOR TO THE WORK BEING COMPLETED. 4.SEE SHEET C0.3 FOR BUILDING PAD PREPARATION NOTE. 5.ALL PROPOSED INLET GRATES ARE TO BE RETICULINE STEEL. 6.PIPE LENGTHS ASSOCIATED WITH MITER END SECTIONS DO NOT INCLUDE THE SEGMENT TO BE INCLUDED UNDER THE UNIT PRICE FOR MES (AKA DIMENSION F, FDOT INDEX NO'S. 430-021 AND 430-022). DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE BLVD DONE BY OTHERS. 3.SITE WILL BE CLEARED OF EXISTING UTILITIES. 4.WE WILL BE DISCHARGING TO MASTER WATER SYSTEM. 3 Page 28 of 414 © 2024 Microsoft Corporation © 2024 TomTom 100' A.PROJECT OFFICE WALL SWPPP POSTINGS: THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT OFFICE: 1) SWPPP SITE MAPS (ALL PHASES); 2) SWPPP DETAIL SHEETS; 3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B.PERMITTED PROJECT AREA: FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE. OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY): 2.00 AC OFFSITE WORK INCLUDES RELOCATION OF DRIVEWAY ON CLARCONA OCOEE RD. ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, THE CEC AND THE WAL-MART SWCT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC. C.SPECIAL PROJECT VERIFY: THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. D.1 NON-STORMWATER DISCHARGES: THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN PART 3.2 OF THE GENERIC PERMIT AND INCLUDE THE FOLLOWING, PROVIDED THAT THE NON-STORMWATER COMPONENT OF THE DISCHARGE IS IN COMPLIANCE WITH PART 1.5 OF THE GENERIC PERMIT. BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT. NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER. ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE. D.2 POWER WASHING: PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF-SITE. 13.DISCHARGE POINTS: ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 14, SEDIMENT RELEASES, OF THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTURE OCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE). A.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERIC PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. E.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS. F.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. G.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E&S CONTROL NOTES. H.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. I.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS. J.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. K.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED. ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (1-800-320-0519, HTTP://DEP.STATE.FL.US/OER/REPORTABLE_INCIDENT.HTM)) THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS: 25 GALLONS OR ANY QUANTITY THAT COMES INTO CONTACT WITH STATE WATERS PER F.A.C. 62-780.210 DISCHARGES OF PETROLEUM OR PETROLEUM PRODUCTS OF LESS THAN 25 GALLONS THAT ARE NOT ADDRESSED PURSUANT TO SUBSECTION 62-780.560(1), F.A.C., SHALL BE REPORTED WITHIN ONE WEEK OF DISCOVERY. DISCHARGES OF PETROLEUM OR PETROLEUM PRODUCTS EQUAL TO, OR EXCEEDING, 25 GALLONS ONTO PERVIOUS SURFACES OR ANY DISCHARGE TO SURFACE WATERS SHALL BE REPORTED TO THE STATE WATCH OFFICE OR FDEP OFFICE OF EMERGENCY RESPONSE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER OCCURRENCE. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND THE EPA LISTS AT HTTP://WWW2.EPA.GOV/EPCRA/CONSOLIDATED-LIST-LISTS. TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED: 1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. 2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL. 3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS. a.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. 4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. 5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL. 6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND REGULATIONS. SITE LOCATION MAP NTS N SITE USGS QUADRANGLE MAP NTS N SITE GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.1 SW P P P N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 29 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E DDDD S49°49'02"E 370.06' N60 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' N77°03'49"E 10.86' POB S85°55'54"E 50.31' N0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) M R=1 3 8 5 . 1 8 ' Δ=1 4 ° 1 7 ' 2 1 " L=3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) SF SF SF S F SF S F S F S F S F S F SF SF SF SF SF SF SF SF S F SF SF SF SF CN - F CN - F C N - F C N - F C N - F C N - F C N - F C N - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F CN- F CN - F CN - F C N - F C N - F 10 0 ' CONCRETE WASH GUARD SHACK W/ ACCESS CONTROL OFF-SITE RUN-ON AREA 2 = 0.25 AC STORMWATER OUTFLOW #4 DISCHARGES TO PIPED CONVEYANCE SYSTEM WITHIN CITY ROW. DRAINAGE AREA = 0.75± AC LAT: N028° 36' 01.50" LONG: W081° 32' 32.09" STORMWATER OUTFLOW #3 DISCHARGES VIA PIPED SYSTEM AND SHEET FLOW TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 3.34± AC LAT: N028° 36' 00.85" LONG: W081° 32' 33.69" STORMWATER OUTFLOW #2 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 0.67± AC LAT: N028° 35' 55.26" LONG: W081° 32' 27.37" STORMWATER OUTFLOW #1 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 5.10± AC LAT: N028° 35' 52.79" LONG: W081° 32' 30.88" DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. SEDIMENT TRAP AS REQUIRED C4.6 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T N LAKEWOOD AVENUE N L A K E W O O D AVE N U E 2ND A V E N U E DDDD S49°49'02"E 370.06' N60 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' 10.86' POB S85°55'54"E 50.31' N0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) M R=1 3 8 5 . 1 8 ' Δ=1 4 ° 1 7 ' 2 1 " L=3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) SF SF SF S F SF S F S F S F S F S F SF SF SF SF SF SF SF SF S F SF SF SF S F CN - F CN - F C N - F C N - F C N - F C N - F C N - F C N - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F CN- F CN - F CN - F C N - F C N - F F O F O F O FO FO F O FO F O FO FO FO FO WA T WA T FW FW FW F W F W F W FW FW FW WA T WA T WA T WA T W A T W A T E F W F W F W S S RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T W A T W A T WA T E E E S 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 1 9 0+0 0 1+0 0 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 S 10 0 ' IP2 IP2 IP2 IP1 IP2 IP1 IP1 IP1 IP4 IP4 IP4 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 155 15 6 1 5 7 1 5 8 1 5 9 157157 15 5 15 5 15 8 158 1 5 7 15 8 IP1 MINIMIZATION OF DISTURBED AREAS: 1.CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO REDUCE EROSION AND RETAIN SEDIMENT AND OTHER POLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE. 2.CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED. 3.CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY MINIMIZING THE EXTENT OF GRADING AND CLEARING TO EFFECTIVELY REDUCE SEDIMENT YIELD. NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, BORROW AND EMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL MEASURES. NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER OR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED. PHASE 2 1.BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME) 2.BEGIN GRADING THE SITE. 3.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 4.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. 5.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 6.INSTALL ROCK CHECK DAMS AS REQUIRED AS CONSTRUCTION PROGRESSES. 7.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 8.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 9.PREPARE SITE FOR PAVING. 10.PAVE SITE. 11.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS. 12.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, INCLUDING PONDS. 13.OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN: A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS), B.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND C.ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS). 15.CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWPPP IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE SOIL EROSION/SEDIMENATION CONTROL OPERATION TIME SCHEDULE ON SHEET C-4.5. PHASE 1 1.INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 2.STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. 3.INSTALL PERIMETER SEDIMENT CONTROL AND INLET PROTECTION BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE LOCATION OF THE PLANNED CONSTRUCTION EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY PARKING AND STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4.INSTALL STABILIZED CONSTRUCTION EXIT(S) WITH SEDIMENT TRAPS AS REQUIRED, AND SET THE PROJECT OFFICE TRAILER. 5.INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS, AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS. 6.PREPARE TEMPORARY PARKING AND STORAGE AREA. 7.HALT ALL ACTIVITIES CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING. (THIS MAY SHOULD BE SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.) ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM AND RESOLVED WITHIN 24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED WITHIN 24-HOURS OF THE BMP CERTIFICATION BY THE CEC. IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUST BE RESCHEDULED. THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC, OWNER'S CONSTRUCTION MANAGER, AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS DAY AFTER THE SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC. PHASE 1 LIMITS OF WORK NTS PHASE 2 LIMITS OF WORK NTS LEGEND LIMITS OF DISTURBANCE: PERMITTED LIMITS OF DISTURBANCE LIMITS OF WORK SWPPP IMPLEMENTATION SEQUENCE CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.2 SW P P P I M P L E M E N T A T I O N S E Q U E N C E A N D LI M I T S O F W O R K NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 30 of 414 C L A R A C O N A - O C O E E R O A D N L A K E W O O D A V E N U E N LAKEWOOD AVENUE TRACT D-3 OCOEE VILLAGE CENTER WE S T B R I D G E C O U R T B A N Y A N C O V E B O U L E V A R D D D D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 2ND A V E N U E TRACT SC2 OCOEE VILLAGE CENTER TRACT T OCOEE VILLAGE CENTER SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 SITE BENCHMARK #501 N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E POB N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' DDDD S49°49'02"E 3 7 0 . 0 6 ' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' N77°03'49"E 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) M R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F SF SF SF SF SF SF SF C N - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F C N - F C N - F C N - F C N - F C N - F C N - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F C N - F C N - F CN-F CN- F CN - F CN - F CN - F C N - F CN - F C N - F ST 20 10 0 ' CONCRETE WASH IP1 IP1 GUARD SHACK W/ ACCESS CONTROL CE SS S = 1 . 3 0 % S= 2 . 2 0 % S=2. 0 7 % S=2. 0 9 % S = 2 . 2 1 % S = 1 . 2 8 % S=0.76% S = 1 . 8 7 % S=0. 5 5 % S = 0 . 4 5 % S = 0 . 3 9 % S= 0 . 9 7 % S=1 . 6 4 % S = 0 . 3 3 % S=0.07% S = 0 . 3 3 % S = 0 . 1 6 % S = 0 . 4 0 % S = 0 . 2 0 % S = 0 . 4 8 % S = 1 . 0 9 % S=8.7 2 % S=0.03% S=1 0 . 0 8 % S=16.84% S=3. 6 9 % SF SF SF SF SF SF DRAINAGE AREA 3 = 2.90 AC DRAINAGE AREA 2 = 2.13 AC DRAINAGE AREA 1 = 2.97 AC DRAINAGE AREA 5 = 0.42 AC DRAINAGE AREA 4 = 0.40 AC DRAINAGE AREA 6 = 0.44 AC PROPOSED BUILDING FOOTPRINT OFF-SITE RUN-ON AREA 2 = 0.25 AC PROPOSED BUILDING FOOTPRINT SF SF STORMWATER OUTFLOW #4 DISCHARGES TO PIPED CONVEYANCE SYSTEM WITHIN CITY ROW. DRAINAGE AREA = 0.75± AC LAT: N028° 36' 01.50" LONG: W081° 32' 32.09" STORMWATER OUTFLOW #3 DISCHARGES VIA PIPED SYSTEM AND SHEET FLOW TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 3.34± AC LAT: N028° 36' 00.85" LONG: W081° 32' 33.69" STORMWATER OUTFLOW #2 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 0.67± AC LAT: N028° 35' 55.26" LONG: W081° 32' 27.37" STORMWATER OUTFLOW #1 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 5.10± AC LAT: N028° 35' 52.79" LONG: W081° 32' 30.88" DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. SEDIMENT TRAP AS REQUIRED C4.6 060 60 120 Scale: 1" = 60' THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. IMPORTANT: THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. TEMPORARY BENCHMARK THE SITE BENCHMARK IS THE TOP OF PK NAIL & DISC WITH "BM" LB #7143 LOCATED IN THE EXISTING PAVEMENT OF THE DECELERATION LANE OF US 98 NORTHING: 492335.96 EASTING: 1472139.82 ELEV. = 43.80 (NAVD 88') SWPPP UPDATES AND AMENDMENTS LEGEND SITE FEATURES: TEMPORARY CONSTRUCTION EXIT 20 EXISTING CONTOUR77 EXISTING STORM PIPE PROPERTY LINE RIGHT OF WAY LINE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW LIMITS OF DRAINAGE SUB-BASIN SOIL BOUNDARY EROSION DETAILS: EROSION NOTES: SOIL TYPE: IMMOKALEE FINE SAND NOTE TO GENERAL CONTRACTOR: PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES, ETC.). WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. DEWATERING NOTE: N CE www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C4.3 PH A S E 1 E R O S I O N A N D S E D I M E N T A T I O N CO N T R O L P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. INLET PROTECTION FILTER SACKIP1 1 SF SEDIMENTATION SILT FENCE WITH WIRE BACKING PROPOSED FDOT TYPE III BARRICADES PER FDOT INDEX 102-600 WITH ROAD CLOSURE SIGN (R11-2) SEDIMENT TRAP, SEE CONSTRUCTION EXIT DETAIL ON SHEET C4.6STST CN-F CONSTRUCTION FENCE S=X.XX% OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 31 of 414 C L A R A C O N A - O C O E E R O A D N L A K E W O O D A V E N U E N LAKEWOOD AVENUE TRACT D-3 OCOEE VILLAGE CENTER WE S T B R I D G E C O U R T B A N Y A N C O V E B O U L E V A R D D D D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 2ND A V E N U E TRACT SC2 OCOEE VILLAGE CENTER TRACT T OCOEE VILLAGE CENTER SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 SITE BENCHMARK #501 N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E POB N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL DDDD S49°49'02"E 37 0 . 0 6 ' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' N77°03'49"E 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (ST1) (ST1) M STOP STOP STOP R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) S F SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F SF SF SF SF SF SF SF C N - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F C N - F C N - F C N - F C N - F C N - F C N - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F CN - F C N - F C N - F C N - F C N - F CN-F CN- F CN - F CN - F CN - F C N - F CN - F C N - F F O F O F O F O F O FO FO FO FO F O FO FO F O F O FO FO FO FO FO FO FO W A T WA T WA T WA T FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW F W WA T WA T WA T WA T WA T WA T WA T W A T W A T W A T W A T E E E F W F W F W F W F W S S S S S R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WA T WA T WA T W A T W A T W A T W A T WA T E E E E E E S S 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 1 9 0+0 0 1+0 0 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2 + 0 0 3 + 0 0 3 + 4 8 S S S 10 0 ' CONCRETE WASH GUARD SHACK W/ ACCESS CONTROL OFF-SITE RUN-ON AREA 2 = 0.25 AC SF STORMWATER OUTFLOW #4 DISCHARGES TO PIPED CONVEYANCE SYSTEM WITHIN CITY ROW. DRAINAGE AREA = 0.75± AC LAT: N028° 36' 01.50" LONG: W081° 32' 32.09" STORMWATER OUTFLOW #3 DISCHARGES VIA PIPED SYSTEM AND SHEET FLOW TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 3.34± AC LAT: N028° 36' 00.85" LONG: W081° 32' 33.69" STORMWATER OUTFLOW #2 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 0.67± AC LAT: N028° 35' 55.26" LONG: W081° 32' 27.37" STORMWATER OUTFLOW #1 DISCHARGES VIA PIPED SYSTEM TO OFF-SITE EXISTING RETENTION POND. DRAINAGE AREA = 5.10± AC LAT: N028° 35' 52.79" LONG: W081° 32' 30.88" IP2 IP2 IP2 IP1 IP2 IP1 IP1 IP1 IP4 IP4 IP4 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. DURING CONSTRUCTION STORMWATER POND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL GRADE OF PROPOSED POND BOTTOM AND SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE IS STABILIZED AND ALL SITE WORK IS COMPLETE. IP1 SEDIMENT TRAP AS REQUIRED C4.6 155 15 6 1 5 7 1 5 8 1 5 9 157157 15 5 15 5 15 8 158 1 5 7 15 8 IP1 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C4.4 PH A S E 2 E R O S I O N A N D S E D I M E N T A T I O N CO N T R O L P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 060 60 120 Scale: 1" = 60' LEGEND SITE FEATURES: TEMPORARY CONSTRUCTION EXIT SWPPP INFORMATION SIGNEXISTING CONTOUR77 EXISTING STORM PIPE PROPERTY LINE RIGHT OF WAY LINE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW EROSION DETAILS:EROSION NOTES: INLET PROTECTION FILTER SACK INLET PROTECTION FILTER SACK (GRATED CURB INLET) WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. DEWATERING NOTE: N CE SS IP1 IP2 THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. IMPORTANT: THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. TEMPORARY BENCHMARK THE SITE BENCHMARK IS THE TOP OF MAG NAIL & DISK WITH "BM" LB #7143 LOCATED IN THE EXISTING SIDEWALK NEAR N. LAKEWOOD AVE. NORTHING: 1550853.83 EASTING: 482569.92 ELEV. = 160.08 (NAVD 88') SWPPP UPDATES AND AMENDMENTS NOTE TO GENERAL CONTRACTOR: PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES, ETC.). www.sunshine811.com 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. 1 TRUCK WELL INLET PROTECTIONIP3 CURB INLET PROTECTION (GUTTER BUDDY)IP4 SF SEDIMENTATION SILT FENCE WITH WIRE BACKING PROPOSED FDOT TYPE III BARRICADES PER FDOT INDEX 102-600 WITH ROAD CLOSURE SIGN (R11-2) CN-F CONSTRUCTION FENCE S=X.XX% PS PERMANENT SEEDING, SOD, OR MULCHING (SEE LANDSCAPE PLANS) STORM / SANITARY MANHOLE DITCH BOTTOM INLET MITERED END SECTION FLUME CURB INLETS OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 32 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.5 SW P P P D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 TEMPORARY CONTROL MEASURES SITE CONSTRUCTION STORM FACILITIES STRIP & STOCKPILE TOPSOIL FOUNDATION / BUILDING CONSTRUCTION TEMPORARY CONSTRUCTION EXITS SEDIMENT CONTROL BASIN(S)/TRAP(S) FINISH GRADING LANDSCAPING/SEED/FINAL STABILIZATION PERMANENT CONTROL STRUCTURES ROUGH GRADING DEC NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE MAYFEBJANMARAPRSEP JULJUNAUGOCTNOVFEBJANMARMAYAPRJUNCONSTRUCTION SEQUENCE 1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION. 2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE. DECSEP JUL AUG OCT NOV LAST REVISED: APRIL 30, 2011 STANDARD DETAIL 1 2 3 4 5 RETAIL PROPERTY AREA PERMITTED AREA WITHIN RETAIL PROPERTY PERMITTED AREA OUTSIDE OF RETAIL PROPERTY TOTAL PERMITTED PROJECT AREA (MUST MATCH NOI) IMPERVIOUS AREA BEFORE PROJECT 1.00 10.00 2.00 8.00 8.00 LAST REVISED: JUNE 2013 ACREAGE SUMMARY (IN ACRES) PRE-CONSTRUCTION RUNOFF COEFFICIENT [OR SCS TR-55 CURVE NUMBER]: POST-CONSTRUCTION RUNOFF COEFFICIENT [OR SCS TR-55 CURVE NUMBER]: RUNOFF COEFFICIENT SUMMARY CN = 82.0 LAST REVISED: JUNE 2012 CN = 93.2 LAST REVISED: JUNE 2012 ADDRESS: SITE LOCATION SUMMARY CENTER OF SITE: LATITUDE: LONGITUDE: SOUTHWEST CORNER OF CLARCONA OCOEE RD. AND NORTH LAKEWOOD AVE. OCOEE, FLORIDA 34761 28°59'87.67"N PROPERTY IS SURROUNDED BY CLARCONA OCOEE RD AND RESIDENTIAL APARTMENT COMPLEX TO THE NORTH, POND TO THE SOUTH, OCOEE VILLAGE CENTER SE CORNER COMMERCIAL PLAZA ON THE EAST, AND RESIDENTIAL PROPERTIES ON THE WEST. 81°54'18.67"W LAST REVISED: JUNE 2013 LOWEST ELEVATION OF PROJECT SITE: SITE TOPOGRAPHY SUMMARY HIGHEST ELEVATION OF PROJECT SITE: PERCENT SLOPE VARIATION: TOPOGRAPHY CHANGES: VEGETATION: LAST REVISED: JUNE 2012 SOIL TYPE AND TEXTURE: SITE SOILS SUMMARY AVERAGE DEPTH OF TOPSOIL: AVERAGE DEPTH TO GROUNDWATER: IMMOKALEE FINE SAND PER USDA NRCS SOIL SURVEY OF ORANGE COUNTY 0' - 4' BELOW EXISTING GRADE, BASED ON GEOTECHNICAL BORINGS CONDUCTED ON-SITE. 6"-12" OR 0.5'-1' DEPTH WERE OBSERVED ON THE SITE BASED ON GEOTECHNICAL FINDINGS. NOTE: THE ABOVE SOILS INFORMATION IS FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES, CONSTRUCTION COSTS OR ESTIMATING. SITE RAINFALL SUMMARY LAST REVISED: JUNE 2012 DECMAYFEBJANMARAPRSEP JULJUN AUG OCT NOV 1.59"3.39"1.74"1.25"2.41"4.64"9.4"11.26"9.92"11.69"0.36"0.84" AVGERAGE RAINFALL IN INCHES THE TOTAL AVERAGE ANNUAL RAINFALL FOR THE PROJECT AREA IS: __5.05__ INCHES THE DESIGN RAIN EVENT FOR THE PROJECT IS: 10YR-24HR 7 PERVIOUS AREA AT COMPLETION 3.50 7.006IMPERVIOUS AREA AT COMPLETION AVERAGE SLOPE: ADJACENT SURROUNDING PROPERTIES: 152.00' (NAVD 88) 160.98' (NAVD 88) -- 0-2' ON AVERAGE BUT WILL MAINTAIN GENERAL SLOPE OF LAND. EXISTING SITE HAS BEEN CLEARED 1-2% FROM NORTH CENRAL SIDE OF SITE TO SOUTHWEST AND SOUTHEAST 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 HHTPS://WWW.SFWMD.GOV/WEATHER-RADAR/RAINFALL-HISTORICAL/NORMAL HHTPS://WWW.SFWMD.GOV/WEATHER-RADAR/RAINFALL-HISTORICAL/MONTHLY STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 33 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.6 SW P P P D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I R T O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 SS COPY OF GENERAL CONTRACTOR NOI FORM COPY OF WAL-MART CONSTRUCTION SITE NOTICE COPY OF GENERAL CONTRACTOR PERMIT AUTHORIZATION SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. 4' (MINIMUM) 4' ( M I N I M U M ) 3' ( M I N I M U M ) SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. LAST REVISED: JUNE 2012 STANDARD DETAIL N.T.S. 3' ( M I N I M U M ) NOTES: 1.THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD. 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3.ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY. 4.CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES. 5.SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN. 6.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. CD N.T.S. NOTE: SEE SITE MAP(S) FOR LOCATION OF CHECK DAM(S). LAST REVISED: JUNE 2012 STANDARD DETAIL 2 6" MIN. Z=% WATER FLOW GENERAL RULE FOR SPACING: THE ELEVATION OF THE BOTTOM OF THE UPSTREAM CHECK DAM SHOULD BE EQUAL TO THE ELEVATION OF THE TOP OF THE SUCCEEDING DOWNSTREAM BERM. D TOP OF BANK ELEVATION A ELEVATION B 1 FLOW LINE CHECK DAMS IN SWALE TOP OF BANK 6" MIN. 6" MIN.6" MIN. TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION 2 ACRES OR LESS OF DRAINAGE AREA (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA (DOWNSTREAM VIEW) DIRECTION OF FLOW DIRECTION OF FLOW 2 1 2 or 3 1 2 or 3 1 2"-3" CLEAN STONE 2"-3" CLEAN STONE TOP OF BANK H H H H 15-20LB STONES 15-20LB STONES A A B B CHECK DAM HEIGHT (IN.) CHECK DAM SPACING (FT.) AVERAGE CHANNEL SLOPE MAXIMUM CHANNEL SLOPE CHECK DAMS CHECK DAM NAME (REFERENCE DIVERSION NAME) CD1 12"N/A 3.20%3.20% CE N.T.S. SECTION B-B LAST REVISED: JUNE 2012 MODIFIED DETAIL NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT. 2% MIN.2% MIN. VARIES VARIES INT E R S E C T I N G R O A D HAR D S U R F A C E 20' M I N I M U M 2"-3" CRUSHED STONE OVERFLOW WEIR SEDIMENT TRAP 6" CRUSHED STONE BASE 10' M I N I M U M 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. SEDIMENT TRAP SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION. 4. SEE SWPPP SITE MAPS FOR LOCATION OF SEDIMENT TRAP(S). 5. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. 100' MIN. 10" MIN. - 2"-3" CLEAN STONE SECTION A-A SEDIMENT TRAP 6" CRUSHED STONE BASE 10" THICK MIN. - 2"-3" CLEAN STONE MI N . 12 " 2"-3" CLEAN STONE PLAN NOTES: EDGE OF EXISTING PAVEMENT PROVIDE CULVERT AS REQUIRED TO CARRY PRE-EXISTING DITCH FLOW. SEE PHASE I SITE MAP FOR LOCATION. (USE 15" RCP) EXISTING GRADE EXISTING PAVEMENT EXISTING ASPHALT PAVEMENT 20'20' ℄ ℄ SEE SITE MAP FOR DESIGNED LOCATION AND GRADING. SEE 02370 SPECIFICATION FOR DIMENSIONS. SLOPE TO DRAI N 1 2 (MAX.) 1 2 (MAX.) 12 " ASPHALT PAVEMENT 10" MIN. DEPTH 2"-3" CLEAN STONE 6" CRUSHED STONE BASE TYPE D-3 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR SEPARATION TYPE D-3 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR SEPARATION 12" COMPACTED SUBGRADE (98% ASTM D-1557) 12" COMPACTED SUBGRADE (98% ASTM D-1557) TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION 12" COMPACTED SUBGRADE (98% ASTM D-1557) TYPE D-3 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR SEPARATION TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION CD2 12"N/A 1.11%1.11% DEWATERING BAG DETAIL N.T.S. SEWN IN SPOUT PUMP DISCHARGE HOSE TIE DOWN STRAP WATER PUMP FLOW DEWATERING BAG FILTERED WATER SIDE VIEWAGGREGATE, OR THOROUGHLY VEGETATED UNDERLAY NOTE: DEWATERING BAG SHALL BE PLACED ON A LEVEL SURFACE. CD3 12"N/A N/A N/A 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 10 0 ' M I N I M U M 2"-3" CRUSHED STONE OVERFLOW WEIR 1 CW N.T.S. 2"-3" CRUSHED STONE OVERFLOW WEIR CONCRETE WASH SEE SITE MAP FOR DESIGNED LOCATION AND GRADING. SEE 02370 SPECIFICATION FOR DIMENSIONS. SEE SECTION B-B OF DETAIL "CE" ON THIS PAGE. SEE NOTE TO GC ON DETAIL "CE" ON THIS PAGE. 1. PROVIDE CONCRETE WASHOUT ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD CONCRETE WASHOUT WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. CONCRETE WASHOUT SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION. 4. SEE SWPPP SITE MAPS FOR LOCATION OF CONCRETE WASHOUT(S). 5. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. CONCRETE PAVEMENT FILTERED WATER TRUCK WELL INLET (REFER TO ARCH. PLANS) TRUCK WELL WALL (REFER TO ARCH. PLANS) SECTION A-A WIRE MESH PLAN TRUCK WELL WALL A A CONCRETE BLOCKS LAST REVISED: OCTOBER 2012 WAL-MART STANDARD DETAIL NOTES: 1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF TRUCK WELL INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO THE INLET. MAX. HEIGHT SHALL BE 24". 3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4.THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. AGGREGATE TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT-TYPE DEVICE) OR UPGRADIENT OF THE INLET. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. IP3 N.T.S. TRUCK WELL INLET SUB-GRADE RUNOFF WIRE MESH RUNOFF CONCRETE BLOCKS TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION FLOW CURB INLET CURBSIDEWALK GUTTER 1'GUTTER BUDDY 1' LAST REVISED: APRIL 2021 CEC STANDARD DETAIL IP4 N.T.S.OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 LAST REVISED: JUNE 2012 MODIFIED DETAIL Page 34 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.7 SW P P P D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 NOTES: 1.THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. 2.THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED. 3.ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING APPLICATIONS, AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE FORM OF MULCH ANCHORING TO MINIMIZE MOVEMENT OF MULCH BY WIND OR WATER. 4.ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION (WITHOUT SEEDING), MAY BE UTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER MONTHS). 5.IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR, REGARDLESS OF WEATHER/TEMPERATURE/SITE CONDITIONS. 6.ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY MULCH, WOOD CELLULOSE FIBER MULCH, SPRAY-ON SOIL GLUES/BINDERS, AND ROLLED EROSION CONTROL PRODUCTS. 7.ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE EROSION CONTROL TECHNOLOGY COUNCIL (ECTC) PLUS ANY STATE OR AGENCY-SPECIFIC REQUIREMENTS. EVIDENCE OF QDOR(TM) APPROVAL SHALL ACCOMPANY THE PRODUCT SHIPPED TO THE JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY INSPECTOR. 8.ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATES) AND VEGETATED AREAS NOT MEETING REQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED DAILY. RILING, RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/OR ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED. TS N.T.S.N.T.S. LAST REVISED: JUNE 2012 NOTES: 1.PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVEMENT, BUILDING STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION. 2.THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL GRADE. FOR THOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 14 DAYS, THE CONTRACTOR SHOULD INITIATE TEMPORARY STABILIZATION PER THE TEMPORARY SEEDING OR STABILIZATION DETAIL. 3.THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED. 4.SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER SOIL PREPARATION. 5.AT THE COMPLETION OF GROUND-DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER MEETING VEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.). 6.SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION CONTROL PRODUCT. STRAW MULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES. 7.ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS. 8.FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION WITH A UNIFORM DENSITY GREATER THAN 70 PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE COVER. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A BUILDING OR OTHER PERMANENT STRUCTURE ON THEM. PS N.T.S.N.T.S. LAST REVISED: JUNE 2012 NOTES: 1.CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED. 2.SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED. 3.THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE WITH THE GENERAL PERMIT REQUIREMENTS. 4.VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS REQUIREMENT. 5.THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED. 6.RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MEASURES MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN AND GOVERNING AUTHORITY APPROVAL. 7.ALL VEGETATED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. SVR N.T.S.N.T.S. LAST REVISED: JUNE 2012 STANDARD DETAIL SEDIMENTATION/SILT FENCE WITH WIRE BACKINGSF ELEVATION SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE FABRIC TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS FINISH E D G R A D E 5' MINFABRIC O V E R L A P COMPACTED BACKFILL FLOW FLOW A A WHEN NECESSARY TO CONTINUE FENCE, OVERLAP SILT FENCE FABRIC AND WOVEN OR WELDED WIRE FENCE ACROSS TWO POSTS SILT FENCE FABRIC TO BE FASTENED SECURELY TO WOVEN OR WELDED WIRE FENCE WITH THREE TIES HORIZONTALLY SPACED AT 30" ON CENTER (TYP.) 48" MIN. STEEL POSTS (60" MIN. ON SLOPES 3H:1V OR GREATER), DRIVEN MIN. 20" INTO GROUND (MIN. 30" ON SLOPES 3H:1V OR GREATER). SILT FENCE FABRIC OVER WIRE FENCE ATTACH THE SILT FENCE FABRIC AND WOVEN OR WELDED WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 2) WOVEN OR WELDED WIRE FENCE ADJUST POST SPACING SUCH THAT A VERTICAL WIRE IS AT POST POSTS 5 ' M A X . C - C A-A-SECTION 6" 6" (M I N . ) 24 " 4" N.T.S. GROUND UNDISTURBED FLOW FINISHED GRADE EMBEDDED SILT FENCE FABRIC MIN. 6" INTO GROUND W/ 6" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. 20 " ( M I N . ) 1.MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. 2.INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. 3.ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS (HORIZONTALLY SPACED EVERY 30"), ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 4.WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS SHOWN. 5.ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, "SILT FENCE INSTALLATION (SLICING METHOD)". 6.WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 7.COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. 8.ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. WOVEN OR WELDED WIRE FENCE WITH SILT FENCE FABRIC COVER COMPACTED BACKFILL POSTS:STEEL T OR U TYPE. FENCE:WOVEN OR WELDED WIRE, 14 GA., 6"X6" MAX. MESH OPENING 6" 6" COMPACTED BACKFILL FINISHED GRADE FLO W WOVEN OR WELDED WIRE FENCE WITH SILT FENCE FABRIC COVER A-A-SECTION (FOR SLOPES LESS THAN 3:1)(FOR SLOPES 3:1 AND GREATER) (M I N . ) 24 " 6" 30 " ( M I N . ) GROUND UNDISTURBED LAST REVISED: JUNE 2012 POSTS 5 ' M A X . C - C 6" X 6" TRENCH EXTEND WOVEN OR WELDED WIRE A MIN. OF 6" INTO TRENCH 6" X 6" TRENCH EXTEND WOVEN OR WELDED WIRE A MIN. OF 6" INTO TRENCH EMBEDDED SILT FENCE FABRIC MIN. 6" INTO GROUND W/ 6" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. TIE BACKS (TYP.) SPECIFICATIONS FOR SILT FENCE INSTALLATIONTABLE 1 Temporary Silt Fence Material Property Requirements Supported Silt FenceUnitsTest Method Unsupported Silt Fence Type of Value Grab Strength ASTM D 4632 Machine Direction MARV X-Machine Direction ASTM D 4491 ASTM D 4751 ASTM D 4355 Permittivity Apparent Opening Size Ultraviolet Stability B B A A 400 (90) 550 (90) 400 (90) 450 (90) sec-1 mm (US Sieve #) % Retained Strength N (lbs) 0.05 MARV MARV Max. ARV Typical C 0.05 0.60 (30) 70% after 500 h of exposure 0.60 (30) 70% after 500 h of exposure Silt fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 in.) or prefabricated polymer mesh of equivalent strength. T hese default values are based on empirical evidence with a variety of sediments. For environmentally sensitive areas, a review of previous experience and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by the agency to confirm suitability of these requirements. As measured in accordance with Test Method D 4632. A B C TABLE 1 TAKEN FROM ASTM D 6461-99 (2007) WOODEN SLAT TIED TO STAKE WITH TWO ADDITIONAL TIES AT INSIDE CORNERS ONLY INSIDE CORNER - PLAN VIEW WOODEN SLAT TIE BACKS (TYP.) SILT FENCE FABRIC WIRE FENCE TIE BACK STEEL POST TYPE (WIRE BACK OR SLICED) SECTION LENGTH (FT) DRAINAGE AREA (ACRES) AVERAGE SLOPE OF AREA SILT FENCE N. PROP. LINE ADJACENT TO CLARCONA OCOEE RD E. PROP. LINE ADJACENT TO WESTBRIDGE RD SILT FENCE SECTION MAINTENANCE NOTES 1.SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ON-THIRD THE HEIGHT OF THE SILT FENCE. 2.ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE. 3.SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. 4.IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS (PENDING CEC APPROVAL) TO PREVENT EXCESSIVE BUILDUP ON SILT FENCE. 5.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. WIRE 725 2.00 -- WIRE S. PROP. LINE ADJACENT TO BANYAN COVE BLVD. W. PROP. LINE ADJACENT TO N. LAKEWOOD AVE WIRE WIRE 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 -- -- -- 2.00 2.00 1.99 642 335 796 STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL IP1 STANDARD DETAIL LAST REVISED: APRIL 30, 2011 GEOTEXTILE BAG OVERFLOW HOLES LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. LOOPS SIZED FOR RECTANGULAR BAR 2"X1/4". LIFT FILTER BAG FROM INLET USING RECTANGULAR BAR FOR HANDLES. 2"X2"X3/4" RUBBER BLOCK (TYP) (FILTER SACK INSTALLED) GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY PROPERTIES TEST METHOD UNITS ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 300 LBS 20 % 120 LBS 800 PSI 120 LBS 80 % 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY PROPERTIES TEST METHOD UNITS ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 265 LBS 20 % 135 LBS 420 PSI 45 LBS 90 % 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 FRAME TO HOLD FILTER BAG IN PLACE 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT ISOMETRIC VIEW SECTION VIEW FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE EXPECTED TO BE VERY LOW. FILTER SACK MUST HAVE OVERFLOW HOLES TO PREVENT PONDING. SECURE RECTANGULAR BAR TO OR UNDER SURROUNDING SURFACE. 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT FINISH GRADE N.T.S. NOTES: 1.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 2.PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 3.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 4.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 5.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. D H MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. INLET GRATE GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY PROPERTIES TEST METHOD UNITS ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 300 LBS 20 % 120 LBS 800 PSI 120 LBS 80 % 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 265 LBS 20 % 135 LBS 420 PSI 45 LBS 90 % 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 PROPERTIES TEST METHOD UNITS IP2 1" REBAR FOR BAG REMOVAL FROM INLET SILTSACK 1" REBAR FOR BAG REMOVAL FROM INLET OPTIONAL METAL HANGING FRAME FOR TRAFFIC CONDITIONS DUMP STRAP FOAM WIDT H = W DEPTH =D CURB OPENING FLOW 2 EACH DUMP STRAPS EXPANSION RESTRAINT (1/4" BRIGHTLY COLORED NYLON ROPE, 2" FLAT WASHERS) LE N G T H = L INSTALLATION DETAIL BAG DETAIL CPH DETAIL NTS 12/08/11 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULAR MAINTENANCE OF FILTER SACKS USED IN RIGHT OF WAY TO ENSURE ADEQUATE DRAINAGE CAPACITY. OVERFLOW HOLES FOAM SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 35 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C4.8 SW P P P D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 NOTES: 1.IMPORTANT: GC SHALL NOT APPLY FLOCCULANTS WITHOUT PREVIOUS REVIEW AND WRITTEN CONFIRMATION BY CEC. FLOCCULANTS MUST BE USED ONLY IN LOCATIONS SHOWN ON THE SWPPP MAPS, AT RATES AND METHODS SPECIFIED AND AS APPROVED BY CEC. CEC SHALL CONFIRM WHETHER TO FOLLOW MANUFACTURER DIRECTION, OR MODIFY MANUFACTURER'S DIRECTION. 2.FLOCCULANTS SHALL BE USED AS FAR UPSTREAM OF BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS AS POSSIBLE. THE EFFECTIVENESS OF FLOCCULANTS DEPENDS ON THE TRAVEL TIME AND AGITATION OF THE WATER, FOR PROPER MIXING. 3.ALL SEDIMENTATION/SETTLING MUST OCCUR WITHIN THE LOD. THAT IS, VELOCITY OF FLOW IN WATER CONTAINMENT SHOULD BE NEAR ZERO, AND THE TIME OF RESIDENCE AS LONG AS POSSIBLE. 4.FLOC BLOCKS, FLOCCULANT-IMPREGNATED WATTLES, AND ANY OTHER CONTROL MEASURES WHICH SUPPLY FLOCCULANTS MUST BE REGULARLY INSPECTED AND MAINTAINED, AS ARE ALL OTHER CONTROL MEASURES. 5.STANDARD EROSION AND SEDIMENT CONTROLS ARE REQUIRED BOTH PRIOR TO AND AFTER CHEMICAL TREATMENT IN ACCORDANCE WITH THE SWPPP PLANS. CES LAST REVISED: JUNE 2012 NOTES: 1.VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS TABLE BELOW. GC MUST COMPLETE COLUMNS 3 AND 4. 2.GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING DEWATERING ACTIVITIES. 3.DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT TRAP OR SEDIMENT BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF. 4.IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE THE WATER AT THE SURFACE. 5.DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY. 6.DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL. DW GOVERNING AGENCY PERMIT NAME/TYPE PERMIT NO. (GC TO COMPLETE) DATE PERMIT WAS ISSUED BY AGENCY (GC TO COMPLETE) REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS 1 2 3 4 LAST REVISED: JUNE 2012 NOTES: 1.ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF-SITE LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE CEC). 2.ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS. 3.PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH STORMWATER, INCLUDING RUN-ON. 4.STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. 5.STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS. SPLAST REVISED: JUNE 2012 NOTES: 1.LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER. 2.WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLY SWPPP-SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE CEC. 3.DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATE DUST CONTROL REGULATIONS. 4.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 5.IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. DCLAST REVISED: JUNE 2012 NOTES: 1.USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES DISCHARGES FROM THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS DUST CONTROL, VEGETATIVE ESTABLISHMENT, ETC. 2.CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION PURPOSES DOES NOT DISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING PROCEDURES STATED IN THE DEWATERING DETAIL MUST BE FOLLOWED. 3.GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS AND TO FOSTER VEGETATION GROWTH. LAST REVISED: JUNE 2012 SK NOTES: 1.SKIMMER OR DEWATERING BMP MUST DRAW WATER FROM THE TOP OF THE WATER COLUMN (I.E., WATER SURFACE) PER US EPA CGP. 2.DO NOT USE RISERS WITH PERFORATED PIPE OR ANY OTHER SYSTEM/BMP THAT DRAWS WATER FROM BELOW THE WATER SURFACE. LAST REVISED: JUNE 2013 STANDARD DETAIL IP NOTES: 1.STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS. 2.TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED. 3.TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY. 4.CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT. 5.CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL TIMES. LAST REVISED: JUNE 2013 NOTES: 1.THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE AGGREGATE, WHICHEVER IS LARGER. 2.THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE EXTINGUISHERS, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE FEATURES. THE LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS. 3.A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE. 4.CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, (40 CFR 112). LAST REVISED: JUNE 2013 NOTES: 1.THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GC AND SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR WETLAND, AND SHALL OCCUR IN AREAS LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET. 2.USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, PAVEMENT SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. LAST REVISED: JUNE 2013 TP NOTES: 1.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. LAST REVISED: JUNE 2013 LAST REVISED: JUNE 2013 NOTES: 1.THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, AND EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF EACH WORK DAY; SUCH MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE. 2.RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. COVERED RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE PROVIDED. 3.THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF THE MASONS' AREA SHALL BE SHOWN ON THE SITE MAPS. LAST REVISED: JUNE 2013 NOTES: 1.MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS. 2.CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL FACILITY. LAST REVISED: JUNE 2013 NOTES: 1.PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS. 2.COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY. 3.PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH STATION WHEN NEEDED. LAST REVISED: JUNE 2013 NOTES: 1.ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, CHANNELS, SWALES, OR PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETS MUST BE SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BE RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES SHALL BE SHOWN ON THE SITE MAPS. LAST REVISED: JUNE 2013 FPSU EMA MA CW PSW SAF NOTES: 1.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE REGULATIONS. 2.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THE SITE MAPS. LAST REVISED: JUNE 2013 SWD LAST REVISED: JUNE 2013 NOTES: 1.CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES. 2.HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED ACCESS. 3.HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 4.HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS. HWD NOTES: 1.CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY-MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE. 2.THE STATE OFFLORIDA PROHIBITS CONCRETE WASH OUT ONSITE 3.DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS ARE ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BE LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM EVENT. 4.ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON THE SITE MAPS. MLSA ID NPDES STORMWATER NOTICES CENTER MS #3585 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDEP NPDES GENERIC PERMIT FOR LARGE AND SMALL CONSTRUCTION SITES ORANGE COUNTY DEVELOPMENT ORDER APPROVAL SAINT JOHN'S RIVER WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 STANDARD DETAIL STANDARD DETAIL STANDARD DETAILSTANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL OWNER: KONOVER SOUTH, LLC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: DEVELOPER: WAL-MART STORES EAST, LP MAIL STOP 0505 702 SW 8TH STREET BENTONVILLE, AR 72716-5570 479-871-7573 Page 36 of 414 C L A R A C O N A - O C O E E R O A D N L A K E W O O D A V E N U E N L A K E W O O D A V E N U E N LAKEWOOD AVENUE TRACT D-3 OCOEE VILLAGE CENTER WE S T B R I D G E C O U R T B A N Y A N C O V E B O U L E V A R D D D D D N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' 2ND A V E N U E B A N Y A N C O V E B O U L E V A R D TRACT T OCOEE VILLAGE CENTER SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #511 SITE BENCHMARK #513 SITE BENCHMARK #501 N LAKEWOOD AVENUE N L A K E W O O D AV E N U E 2ND A V E N U E B A N Y A N C O V E B O U L E V A R D POB N 0 0 ° 5 3 ' 0 6 " W 7 9 4 . 1 0 ' STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (PE) (ST) (ST) (ST) (ST) (PE) (PE) (ST) (ST) (ST) DDDD (ST) S49°49'02"E 37 0 . 0 6 ' N 6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S 3 9 ° 5 9 ' 0 5 " E 8 2 . 7 0 ' R=100.00' Δ=20°16'51" L=35.40' 10.86' POB S85°55'54"E 50.31' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A BA N Y A N C O V E B L V D (P R O P O S E D B Y O T H E R S ) (ST1) (PE) (PE) (PE) (PE) (ST) (ST) (DNE) (PE) (PE) M STOP STOP STOP (PE) (ST) (PE) (ST)(PE) (PE) (DNE) (ST) R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L = 3 4 5 . 4 5 ' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' C L A R C O N A O C O E E R O A D (A A D T 2 1 , 2 0 0 ) N. L A K E W O O D A V E (F) (F) (F) WE S T B R I D G E C O U R T (P R O P O S E D B Y O T H E R S ) (P1 ) (P2 ) (P2) (P1 ) (P3 ) 2 4 ' 2 0 ' 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 2 0 ' T Y P 8 12' TY P 2 0 ' T Y P 12' TY P www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies C4.9 PI C K U P W A Y F I N D I N G S I G N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY PICKUP LEFT 18 X 24 1 PICKUP AHEAD 18 X 24 2 PICKUP RIGHT 18 X 24 2 PICKUP LOGO SIGN 18 X 36 -- PICKUP LOGO SIGN - NO SPARK 18 X 36 17 STALL DESIGNATION SIGN 18 X 18 17 CALL IN SIGN 8 X 18 17 INFORMATIONAL SIGN 18 X 36 -- FINISH LEGEND P76 RETAIL BLUE SW#076 P5E SAFETY YELLOW P101 GUSTO GOLD SW #6904 ALL PICKUP WAYFINDING AND STALL SIGNS ARE SUPPLIED BY RETAILER AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA THE QUICKBASE APP. REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. N.T.S. 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND 1'-6" 3' - 0 " 7' - 0 " M I N . CURBED ISLAND - 90° SIGN LOCATIONS - 90° PARKING POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN EQ EQ 4' - 0 " PAINTED ENDCAP - 90° SIGN LOCATIONS - 90° PARKING POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN EQ EQ 4' - 0 " PLAN VIEW PARTIAL ELEVATION GROUND SURFACE 5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 SERRATED FLANGED NUT REMOVABLE SQUARE TUBE POST NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. TYPICAL DIRECTIONAL SIGNAGE IN PAVEMENT USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED P5E 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE 7' - 0 " M I N . 2' - 3 " 1' 4' - 0 " NEVER LESS THAN 9' SIGNS FURNISHED BY RETAILER, ATTACHMENT TO WALL OR BOLLARD BY G.C. Logo Sign (Small) 18" x 8" Call In Sign 18" x 8" Logo Sign (Large) 36" x 18" Directional Signs (Left / Straight / Right) 18" x 24" Also Pickup Hours sign size 1.00 SF 1.00 SF 3.00 SF Directional Reserved Signs (Left / Straight / Right) 18" x 24"3.00 SF Informational Signs 18" x 36" Informational Signs 18" x 24"3.00 SF 4.50 SF TYPICAL PARKING SIGNAGE IN CURBED ISLAND SEE REMOVABLE SQUARE TUBE POST GROUND SURFACE SIGN WILL BE MOUNTED DIRECTLY TO WALL W/ (4) 1/4" DIA MASONRY SCREWS AT EACH SIGN TYPICAL PARKING SIGNAGE IN PAVEMENT 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT NUT LOCATIONS BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR 2' - 0 " 6' - 2 " 1' - 0 " 1'-0" SLOPE TOP OF CONCRETE GROUND SURFACE FRONT VIEW 1' - 0 " 2' - 0 " 6' - 2 " FRONT VIEW 1'-0" 6' - 2 " 1'-0" TYPICAL PARKING SIGNAGE WALL MOUNTED BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR 3500 P.S.I. P.C. CONCRETE BASE ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. ALIGN TO TOP BOLT LOCATIONS FOR LEVEL SIGN MOUNTING GROUND SURFACE 2' - 0 " 6' - 2 " SIDE VIEW SEE REMOVABLE SQUARE TUBE POST 1' - 0 " 1'-0" SLOPE TOP OF CONCRETE ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET ALIGN TO TOP BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 1' - 0 " 2' - 6 " 1'-0"3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT 2' - 0 " 6' - 2 " SIDE VIEW USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED P5E "K" SIGN HOSE CLAMP 3500 P.S.I. P.C. CONCRETE BASE DUPLICATE SIGNS ON BACK WHEN PICKUP STALLS ARE ON OPPOSITE SIDES BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 1' - 0 " 2' - 6 " 1'-0'3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT 2' - 0 " 6' - 2 " SIDE VIEW USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED P5E "K" SIGN HOSE CLAMP 4'-0"TO EDGE OF TRAVEL WAY 4'-0"TO EDGE OF TRAVEL WAY N.T.S. N.T.S. Parking Stall Placard 18" x 18"2.25 SF NEW SIGN MOUNTING AND BASE IN PAVEMENT. NEW SIGN MOUNTING AND BASE IN CURBED ISLAND. NEW PICKUP WAY FINDING SIGN AS SHOWN. NEW PICKUP PARKING SPACE SIGNS "STALL DESIGNATION SIGN". "CALL IN SIGN", AND "LARGE LOGO SIGN". SEE DETAIL # AND KEYNOTE "E" BELOW. NEW "PICKUP" PARKING SPOT DESIGNATION USED ON STALL SIGN (NOT MARKED PAVEMENT). NEW "PICKUP" PARKING SPACE STRIPING. SEE DETAIL SHEET C5.2. LEGEND PATH OF TRAVEL FOR PICKUP CUSTOMER (FROM RIGHT-OF-WAY TO PICKUP ENTRANCE) 0 Graphic Scale in Feet 60 60 120 N OGP PARKING AREA DETAIL SCALE 1:20 NOTE: 1.ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2.CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. Page 37 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.0 PA R K I N G P A V E M E N T D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 04 / 0 3 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 PLAN VIEW SECTION A-A DTWALKPC A NOTE: PROVIDE 1/2" EXPANSION (TYP)NOTE: CONCRETE SIDEWALK 6 x 6 - W1.4 X W1.4 WWF EACH WAY MAX. SPACING, OR WILL BE No. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT 12/17/04 90% STD. PROCTOR (TYP) COURSE COMPACTED TO 4" AGGREGATE BASE N.T.S. (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' B 4" 4" 2" (TYP) B A SECTION B-B PC CONCRETE6" TYP (TYP) 2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R (TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK 12-04-08DTISOJNT ISOLATION JOINT DETAILS BACKER ROD AND SEALANT SECTION AT FIXED STRUCTURE ISOLATION JOINT TYPICAL ROUND FIXED STRUCTURE PLAN DETAIL TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL N.T.S. TOOLED WITH 1/8" RADIUS 1/2" PREMOLDED JOINT FILLER JOINT SEALANT PER SPECS TOP OF PAVEMENT T/2 BUT NOT LESS THAN 1/4" BACKER ROD SEALANT T 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT. 1'-6" (TYP) 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT WITH BACKER ROD AND SEALANT. FIXED STRUCTURE 2-#4 TOP & BOT 11 2" CLR FROM TOP 21 2" CLR FROM BOT 2-#4 TOP & BOT 1" CLR FROM TOP 2" CLR FROM BOT 1" CLR (TYP) FIXED STRUCTURE 1'-6" 1'-6" 2-#4 TOP & BOT 1" CLR FROM TOP 2" CLR FROM BOT DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT ALLOW FOR MOVEMENT. 1" CLR (TYP) 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT WITH BACKER ROD AND SEALANT. NOTES: ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH AS BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS. PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE. ANY FIXED STRUCTURE PAVEMENT USES: MANHOLES, LIGHT POLE BASES AND BOLLARDS USES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETS PAVEMENT ADA RAMP DETAIL (NOT FOR USE WITHIN THE PUBLIC RIGHT-OF-WAY) N.T.S. PLAN SECTION A-A A A 6' M I N I M U M SE E P L A N D LANDING AREA BA C 5' LANDING AREA DETECTABLE WARNING RAMP VARIES (2 % M A X . C R O S S - S L O P E ) 5' LANDING AREA CONCRETE SIDEWALK DETECTABLE WARNING AREA (TRUNCATED DOME PATTERN SHALL BE IN-LINE WITH DIRECTION OF TRAVEL). FLARED OPTION CONCRETE CURB AND GUTTER (TYP) SEE SITE PLAN FOR CROSSWALK STRIPING (IF SHOWN ON PLAN) CURBED OPTION TOP OF RAMP (ROUNDED) RAMP 2% KEYNOTE LEGEND A CONCRETE CURB (SEE PLAN) B LIMITS OF DETECTABLE WARNING AREA 3' PER ADA ON-SITE C LIMITS OF RAMPED SIDEWALK, 1: 12 (8.33%) MAXIMUM RUNNING SLOPE; 1:50 (2.0%) MAXIMUM CROSS SLOPE D LIMITS OF LANDING AREA (5' X 5' ON-SITE OR AS REQUIRED BY FDOT INDEX #304 WITHIN R/W); 1:50 (2.0%) MAXIMUM SLOPE IN ALL DIRECTIONS NOTES 1.ADA RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH FDOT INDEX 304 (LATEST EDITION) 2.DETECTABLE WARNING AREA (INCLUDING COLOR, TRUNCATED DOMES, SPECIFICATIONS, ETC.) SHALL BE IN ACCORDANCE WITH FDOT INDEX #304 LATEST EDITION 3.ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS: (A)THE RAMP DETECTABLE WARNING SURFACE SHALL BE COMPLETE AND UNIFORM IN COLOR AND TEXTURE (B)90% OF THE INDIVIDUAL TRUNCATED DOMES MUST COMPLY WITH THE DESIGN CRITERIA (C)THERE MAY BE NO MORE THAN 4 NON-COMPLYING DOMES IN ANY ONE SQUARE FOOT OF SURFACE (D)NO TWO ADJACENT DOMES MAY BE NON-COMPLIANT (E)SURFACE MAY NOT DEVIATE MORE THAN 0.10" FROM A TRUE PLAN D LANDING AREA 7- 1 / 2 " 6" 3" R. 3/4" R. 2" R. FACE OF CURB 6" 1' 10"8" GENERAL NOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. STANDARD CONCRETE CURB AND GUTTER DETAIL N.T.S. A B A1 ASPHALT PAVING STANDARD DUTY P.C.CONC. C A B A1 P.C.CONC.P.C. NON-REINF. CONC. C D E D1 F F D1 D E L J K J L K ASPHALT PAVING HEAVY DUTY CONCRETE PAVING HEAVY DUTY PAVEMENT SECTIONS (CPH DETAIL) 6" MINIMUM LIMEROCK OR CRUSHED CONCRETE BASE COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) AND WITH A LIMEROCK BEARING RATIO OF AT LEAST 100. LIMEROCK SHALL COMPLY WITH REQUIREMENTS OF THE CURRENT VERSION OF THE FDOT SSRB, SECTION 200, AND SECTION 911 AND BE MINED OR SUPPLIED FROM AN FDOT APPROVED SOURCE. ALTERNATIVELY CRUSHED CONCRETE SHOULD BE SUPPLIED BY AN FDOT APPROVED PLANT WITH WITH QUALITY CONTROL PROCEDURES. THE GRADATION OF CRUSHED CONCRETE SHALL MEET THE CURRENT REQUIREMENTS OF AGGREGATE BASE PER SECTION 204, FDOT SSRBC. NOTE: THE MINIMUM DEPTH OF BASE SHALL BE 8" WITHIN CITY OF OCOEE RIGHT-OF-WAY. 6" MINIMUM STABILIZED SUBGRADE COMPACTED TO AT LEAST 98% OF THE MODIFIED 12" PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) (FREE DRAINING FOR CRUSHED CONCRETE BASE). WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 AS SPECIFIED BY THE CURRENT VERSION OF THE FDOT SSRBC CONSTRUCTION FOR TYPE B STABILIZED SUBGRADE, SECTION 160 AND SECTION 914. NOTE: THE MINIMUM DEPTH OF SUBGRADE SHALL BE 12" WITHIN CITY OF OCOEE RIGHT-OF-WAY. 4" MINIMUM FREE DRAINING (K > 1 X 10-3 CM/SEC) BASE COURSE COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) AND WITH A LIMEROCK BEARING RATIO OF AT LEAST 100. 4" MINIMUM FREE DRAINING (K > 1 X 10-3 CM/SEC) STABILIZED SUBGRADE COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) (FREE DRAINING FOR CRUSHED CONCRETE BASE). WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 AS SPECIFIED BY THE CURRENT VERSION OF THE FDOT SSRBC CONSTRUCTION FOR TYPE B STABILIZED SUBGRADE, SECTION 160 AND SECTION 914. N.T.S. 12"12" 6" HEAVY DUTY CONCRETE SURFACE COURSE WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI. 12' X 12' MAX. CONTROL JOINT SPACING @ 2" DEPTH. 1.5" FDOT TYPE SP-9.5 ASPHALT SURFACE COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). 1.5" FDOT TYPE SP-12.5 ASPHALT BINDER COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). 6" MINIMUM LIMEROCK OR CRUSHED CONCRETE BASE COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) AND WITH A LIMEROCK BEARING RATIO OF AT LEAST 100. LIMEROCK SHALL COMPLY WITH REQUIREMENTS OF THE CURRENT VERSION OF THE FDOT SSRB, SECTION 200, AND SECTION 911 AND BE MINED OR SUPPLIED FROM AN FDOT APPROVED SOURCE. ALTERNATIVELY CRUSHED CONCRETE SHOULD BE SUPPLIED BY AN FDOT APPROVED PLANT WITH WITH QUALITY CONTROL PROCEDURES. THE GRADATION OF CRUSHED CONCRETE SHALL MEET THE CURRENT REQUIREMENTS OF AGGREGATE BASE PER SECTION 204, FDOT SSRBC. 6" MINIMUM STABILIZED SUBGRADE COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) (FREE DRAINING FOR CRUSHED CONCRETE BASE). WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 AS SPECIFIED BY THE CURRENT VERSION OF THE FDOT SSRBC CONSTRUCTION FOR TYPE B STABILIZED SUBGRADE, SECTION 160 AND SECTION 914. 1.5" FDOT TYPE SP-9.5 ASPHALT SURFACE COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). 2.5" FDOT TYPE SP-12.5 ASPHALT BINDER COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). 1 1 29/32"X 1-1/8" SLOTTED HOLES TOLERANCE 4A 15/16"DIA.X 1/16" DEEP DTGUIDER N.T.S. 12/04/01 NOTE: POST BOLT SAME EXCEPT LENGTH. 1-1/2" STEEL PLATE WASHER 1-3/4"X 3"X 1/8" WASHER FOR POST BOLT NOTE: ALL GUARD RAIL ELEMENTS, FASTENERS, AND CUT STEEL WASHER TERMINAL SECTIONS SHALL MEET THE REQUIREMENTS OF AASHTO M 180. 1-1 / 2 " O . D . 1 3 / 1 6 " I . D . SPLICE BOLT GUIDE RAIL RECESS ONE SIDE 7/8" 11/16"X 1" SLOTTED HOLE 3" 1- 3 / 4 " NUT BUTTON HEAD 3/4"X 2 1/2" SLOT 7/8" OVAL SHOULDER 12 - 1 / 4 " TERMINAL SECTION 1-1/4" 5/8" DIA. 5/16" 1- 5 / 1 6 " 6-1/8" 12-1/2" 27-1/2" LAP 2" 3-3/8" 6-1/4" 10 " 4-1/4" 21-1/4" RAIL SPLICE 1-1/4"5/8" 12-1/2" 2" 4-1/4" ELEVATION PANEL SEE PLAN FOR POST SPACING REQUIRED END PANEL 12'-6" INTERMEDIATE 12'-6" PLAN 2-1/4" 1-1/16" 3-3/16" 9/16" 3- 1 3 / 1 6 " 12 - 1 / 4 " 1-17/32" 15/16"R STEEL POST BOLT TO BE ON SIDE AWAY FROM APPROACHING TRAFFIC WHERE 12 GAUGE U.S. STANDARD (STEEL) MOUNTING HOLE 15/16"R 1/16" 10° FEASIBLE 3-1/4" 5/8"X 2" POST BOLT, STEEL PLATE WASHER, CUT STEEL WASHER 1-1/8" AND NUT. 3' 8 " 1' 9 " 2' 4 " W6 X 9 7" LAP IN DIRECTION OF TRAFFIC END PANEL 12'-6" Page 38 of 414 03/16/20 NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4" 8' - 0 " 1'-4"1'-4"1'-4"1'-4" 1' - 4 " 12 " EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4' - 0 " STOP BAR STOP SIGN (TYP.) 36"X36" AT HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING LOT 20 ' 4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 4'-0" MIN. 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS THE ENTIRE WIDTH OF DRIVE AISLE 4'-0" MIN. 4'-0" MIN. 4' - 0 " 4'-0" MIN. 4' - 0 " 4' - 0 " STOP SIGN STOP SIGN STOP SIGN STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4' - 0 " M I N . 8" 4' - 0 " 4' - 0 " 4' - 0 " NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE AT 90° WITHOUT STOP SIGN (AS SHOWN ON PLANS) SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4" 8' - 0 " 1'-4"1'-4"1'-4"1'-4" 1' - 4 " 12 " 4' - 0 " STOP BAR 20 ' 4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS THE ENTIRE WIDTH OF DRIVE AISLE 03/16/20 STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4' - 0 " 4' - 0 " 4' - 0 " 8" 03/16/20 N.T.S. STOP PAVEMENT MARKINGS - STREETS AND ROADS STOP LINE (VARIABLE LENGTH) EXTEND FULL WIDTH FROM CURB TO CENTERLINE OF DRIVE OR EDGE OF ENTERING LANE NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4" 8' - 0 " 1'-4"1'-4"1'-4"1'-4" 1' - 4 " 12 " EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4' - 0 " STOP SIGN (TYP.) 36"X36" AT HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING LOT SE E S I T E P L A N 4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 4'-0" MIN. CENTERLINE OF DRIVE OR EDGE OF ENTERING LANE 4' - 0 " 8" SEE SITE PLAN FOR NUMBER OF "STOP" PAVEMENT MARKINGS 04/28/14 SOLID ARROW PAVEMENT MARKINGS DTRLTURN N.T.S. NOTES: 1.WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS ARE TO BE PAINTED "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. SOLID ARROW MARKINGS 1'-4" 8' - 0 " 1'-4"1'-4"1'-4" 4"4"4" 8' - 0 " 6'-0" 10 ' - 0 " 8' - 0 " 6'-0" 7'-3" AS INDICATED ON PLANS AS INDICATED ON PLANS "ONLY" PAVEMENT MARKING PAINTED "RETROREFLECTIVE WHITE" 13'-0" R =RADIUS NECESSARY TO ACCOMODATE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE 4" INCH WHITE LETTERS READING "NO PARKING FIRE FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH FIRE LANE MARKING DTFIRELN 12/17/04 TURNING RADIUS PAVEMENT WIDTHWR = 6" FIRE VEHICLES SPECIFIED BY LOCAL REQUIREMENTS. N.T.S. 25' W R WIDTH (feet) OF FIRE LANE 30' 20' 10' R W = 30' 25' 20' W 30'MIN. 30'MIN. 30'MIN. WR W WR CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.1 PA V E M E N T M A R K I N G S D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 Page 39 of 414 D SITE B E N C H M A R K # 5 0 6 STOPSTOP STOP STOP (PE ) (ST )(P2 ) (ST ) (ST ) (PE ) (PE ) (PE ) (PE ) (ST ) STOP (PE ) (P1 ) (ST 1 ) (ST ) (PE ) (ST ) (PE ) (PE ) Δ= 2 5 ° 3 9 ' 4 7 " L = 4 4 7 . 9 0 ' (F)(F) (F) (P 1 ) (P 2 ) (FL) (PE )(PE ) (PE ) (PE ) (FL) 43'20'52'29'168' STOP(PE ) (PE ) 12.0' 12.0' 12.0' 12.0' 12.0' 12.0' 5.0' 5.0' 5.0' 5.0' SITE B E N C H M A R K # 5 0 6 (PE ) STOP (PE )(ST ) (PE ) (PE ) (F) (PE )(PE ) (PE ) (PE ) 20'52'29' PICKUP PARKING SIGNAGE. WALMART FURNISHED, CONTRACTOR INSTALLED. CENTER SIGN 3' BEHIND CURB. REF SITE PLAN BASE DETAILS 12'-0" TYP 2'-0" TYP 10'-0" TYP 20 ' - 0 " HE A D T O H E A D S P A C E S A M E D E P T H 4" TYP WHITE STRIPING N.T.S. HEAD TO HEAD PARKING STALLS 20' 04/28/14 OPEN ARROW PAVEMENT MARKINGS DTRLTURN N.T.S. NOTES: 1.WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT. 3.OPEN ARROWS SHALL CONSIST OF A 4" PERIMETER STRIPE. AS INDICATED ON PLANS 1'-4" 8' - 0 " 1'-4"1'-4"1'-4" 4"4"4" 1'-0"1'-0"1'-0"1'-0" 6' - 4 " 8' - 6 " 5' - 4 " 4'-3"4'-3" 5' - 4 " 4"4"4" 4" 5'-0" OPEN ARROW MARKINGS AS INDICATED ON PLANS "ONLY" PAVEMENT MARKING PAINTED "WHITE" 6" WHITE STRIPES 24" O.C. (TYP.) 8" WHITE STRIPE (TYP. EACH SIDE) SEE SITE PLAN VA R I E S ( P R E F E R R E D 6 ' M I N . ) (S E E S I T E P L A N ) W/ LONGITUDINAL STRIPES N.T.S. CROSSWALK MARKING NOTES: 1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. 3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE. 02/15/19 SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN TYPICAL CURB AND GUTTER CROSSWALK MARKINGS ARE TO BE LIMITED TO THE WIDTH OF THE FLUSH SECTION OF THE CURB RAMP. CURB RAMP RAMP TRANSITION 4' MIN. (TYP.) SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN 4' MIN. (TYP.) SIGN LOCATION AND VESTIBULE CROSSWALK STRIPING CROSSWALK OFF-SET FROM CENTER OF VESTIBULE INSET "A" "STOP HERE FOR PEDESTRIAN" SIGN LOCATION WHEN LEADING EDGE OF CROSSWALK LANDS BETWEEN DRIVE AISLE AND ACCESSIBLE PATH. INSET "B" "STOP HERE FOR PEDESTRIAN" SIGN LOCATION WHEN LEADING EDGE OF CROSSWALK IS ALIGNED WITH EDGE OF ACCESSIBLE PATH. EDGE OF DRIVE AISLE "STOP HERE FOR PEDESTRIANS" SIGN (PAIR WITH LEADING EDGE OF CROSSWALK) "STOP HERE FOR PEDESTRIANS" SIGN (PAIR WITH LEADING EDGE OF CROSSWALK OR 9' FROM EDGE OF DRIVE ISLE). SEE INSET "A" 8" WHITE STRIPE 6" WHITE STRIPES 24" O.C. 8" WHITE STRIPE 4' VARIES NEVER LESS THAN 9' VARIES NEVER LESS THAN 9' 4' NO SIGN WITHIN 4'X9' AREA CROSSWALK LEADING EDGE NO SIGN WITHIN 4'X9' AREA NO SIGN WITHIN 4'X9' AREA NO SIGN WITHIN 4'X9' AREA NO STOP SIGNS WITHIN 4' OFFSET FROM DRIVE AISLE NO STOP SIGNS WITHIN 4' OFFSET FROM DRIVE AISLE NO STOP SIGNS WITHIN 4' OFFSET FROM DRIVE AISLE CROSSWALK LEADING EDGE NOTES: 1.REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT, DIMENSIONS AND SIGN LOCATION. 2.SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THE THREE OPTIONS. 02/19/19 N.T.S. THRSTRP ACCESSIBLE STALLS PARKING STRIPING N.T.S. 6" TRAFFIC WHITE (TYP.) STANDARD 60° ACCESSIBLE SPACE (TYP.) SEE SITE PLAN FOR TRAFFIC PATTERNS AND AISLE DIMENSIONS 6" TRAFFIC BLUE INTERIOR STRIPE IN ACCESSIBLE STALL-INTERIOR BLUE STRIPE SHALL DIRECTLY ABUT WHITE PERIMETER STRIPE (TYP.) 6" TRAFFIC WHITE PERIMETER STRIPING (TYP.) 5' A C C E S S W A Y NOTES: 1.SEE SITE PLAN FOR TOTAL LAY OUT. 2.THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3.ALL DIMENSIONS ARE TO C/L OF STRIPE UNLESS OTHERWISE INDICATED. 4.ALL COLORS AS SHOWN OR SPECIFIED BY LOCAL CODES. 5.ACCESSIBLE SPACE STRIPING SHALL BE CONSTRUCTED PER FDOT INDEX NO. 711-001 ACCESSIBLE SIGNAGE PER FDOT INDEX NO. 700-102 (TYP.) 3-6" WHITE DIAGONAL EQUALLY SPACED PER AISLE (TYP) CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.2 PA V E M E N T M A R K I N G S D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 CROSSWALK AND PEDESTRIAN CROSSING SIGNS N.T.S. NOTES: 1.SEE SITE PLAN FOR TOTAL LAY OUT. 2.THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3.ALL DIMENSIONS ARE TO C/L OF STRIPE UNLESS OTHERWISE INDICATED. 4.ALL COLORS AS SHOWN OR SPECIFIED BY LOCAL CODES. 5.ACCESSIBLE SPACE STRIPING SHALL BE CONSTRUCTED PER FDOT INDEX NO. 711-001 STOP HERE FOR PEDESTRIANS SIGN WITH BREAK AWAY POST, SEE SHEET C5.3 FOR DETAIL STOP HERE FOR PEDESTRIANS SIGN WITH POST BOLLARD, SEE SHEET C5.3 FOR DETAIL CROSSWALK, SEE DETAIL THIS SHEET TO THE LEFT (TYP) FIRE LANE SIGN PER LOCAL CODE WITH POST BOLLARD (TYP OF 5), SEE SHEET C5.3 FOR DETAIL 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 5' A C C E S S W A Y 60° STRIPING DETAIL WHITE PAINTED ADA SYMBOL PER FDOT INDEX 711-001 (TYP) Page 40 of 414 N.T.S. 12"X9" PENALTY SIGN WITH WORKING AS REQUIRED BY STATE OR PER LOCAL CODE 12"X6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES 18"X12" SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES R7-8P GREEN LEGEND ON WHITE BACKGROUND R7-8 GREEN LEGEND WHITE SYMBOL ON BLUE ON WHITE BACKGROUND ACCESSIBLE PARKING SIGN NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. WHITE LEGEND RED BACKGROUND R1-1 N.T.S. 30 " 30" 30"X30" "STOP" SIGN WITHIN PARKING LOT NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. N.T.S. LEGEND, BORDER - BLACK BACKGROUND - WHITE (RETROREFLECTIVE) STOP SYMBOL - RED (RETROREFLECTIVE) R1-5b 30 " 30" NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. "STOP HERE FOR PEDESTRIANS" SIGN CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.3 GE N E R A L D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 ALL SIGN LETTERS TO COMPLY WITH STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) BLACK LEGEND ON WHITE BACKGROUND (TYP.) HORIZONTAL ALIGNMENT (TYP.) VERTICAL ALIGNMENT (TYP.) N.T.S. "NO TRUCK" SIGN (W/ARROW) 24" EQ. 24 " 1. 5 " 7"10"7" 4" 4" 4" 4" 4" 4" 24" EQ. 24 " 1. 5 " 7"10"7" 4" 4" 4" 4" 4" 4" ALL SIGN LETTERS TO COMPLY WITH STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000)VERTICAL ALIGNMENT (TYP) HORIZONTAL ALIGNMENT (TYP) BLACK LEGEND ON WHITE BACKGROUND (TYP) N.T.S. "TRUCK ENTRY" SIGN (W/ ARROW) 24" EQ. 24 " 1. 5 " 7"10"7" 4" 4" 4" 4" 4" 4" 30" EQ.EQ. 6" 1.5" 12 " 6" 4.5"EQ.EQ. 6" 4" 4" 4" 6" 24 " 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 Ø 2.38" 2X 6" X 6" X 0.25" SQUARE FLANGE MOUNTING PLATE WITH 4 Ø 5/8" MOUNTING HOLES N.T.S. BIKE RACK 18" CONCRETE PAD FINISH FLOOR COMPACTED MATERIAL 6" AGGREGATE SLOPE6" (MIN.)EDGE OF TURF 4" CONCRETE 3,500 PSI VEGETATION FREE ZONE N.T.S. DTVFZDT 01/24/03 N.T.S. NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. LIGHT BASE04/19/16 TRAFFIC YELLOW (SEE NOTE 1) IF LIGHT POLE BASE IS WITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY 3 FEET OR MORE, THE BASE SHALL NOT BE PAINTED. LIGHT BASE DETAIL C L PAINTED TRAFFIC YELLOW ALL PIPES SHALL BE C SY M . A B O U T L PAVEMENT OR FINISHED GRADE FILL POST w/ CONCRETE 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. NOTE: (TYP.) CONCRETE MINIMUM 3500 PSI P.C.WH E N I N G R O U P S DTGRDPST PIPE BOLLARD N.T.S. 1'-6" 4' - 0 " 8- 0 " 2'-0" 08/17/09 3"MIN. OVER FOOTING 3" COVER 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS 8 2 7 / 3 2 " PA T T E R N SQ U A R E 6 1/4 " RAD I U S CONCRETE) (MAX 1" FROM LEVELING NUT GROUNDING LUG WELDED COVER REQUIRED TWO PIECE BOLT LOCKING WASHER TO INSIDE OF POLE NUT WASHER 12 1/2" ANCHOR BOLT BOLT CIRCLE COPPER #KC20 SERVIT ATTACHED TO GROUNDING LUG #4 GROUND CABLE ATTACHED TO GROUND ROD NUT AND BOLT OR BURNDY SCRULUG AND TIN PLATED BURNDY COPPER #KPA4C BOLT PROJECTION 5" MIN., 5.5" MAX. SPECIFICATIONS BASE PLATE PER WITH OVERTURNING LOADS". FILL PER SPECIFICATIONS. VALUE OF 1000 PSF. 2' BELOW FROST LINE BARS SHALL BE FIELD TIED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT IN THE FORMWORK DURING CONCRETE OPERATION. ITS PROPER LOCATION FROM VERTICAL AND HORIZONTAL MANUFACTURER'S (SEE SITE PLAN FOR BOLT COVER TYPICAL ORIENTATION TO BUILDING) LIGHT FIXTURE ORIENTATION RECOMMENDATION 12 1 / 2 " 2' - 0 " CONDUIT AS REQUIRED BASE PLATE BOLT HOLE POLE BASE PLATE AND POLE-TO-BASE PLATE WELD SHALL COMPLY WITH AWS SPECS. AT TOP AND BOTTOM BOLT PATTERN PER OF BASE PLATE ANCHOR TYP 45° BOLTS LC #3 TIES AT 16" O.C. 4-#8 VERTICAL REINFORCING BARS PLACED ADJACENT TO ANCHOR BOLTS 8 2 7 / 3 2 " HANDHOLE WITH COVER REMOVED 24" DIA. CONCRETE FOUNDATION 0'-3 3/4" FINISH GRADE DETAIL "C" 2. 0 ' Mi n . 4"x 6" MIN. LEVELING NUTS. 1'-6" FROM BASE OF POLE. HAND HOLE WITH COVER 39' STEEL TAPERED POLE PER SPECIFICATIONS. POLE SHALL BE MADE PLUMB WITHINSTALLATION IN CONCRETE PAVING REQUIRES CONTINUOUS 1/2" EXPANSION JOINT MATERIAL ALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE 4-#8x8' (MIN) LONG BARS STD. HAND HOLE 2" FEMALE ADAPTER CONCRETE PIER 2" LIQUID-TIGHT CONNECTOR 2" SECURITY CAMERA CONDUIT 24" CURVED LID JUNCTION BOX EQUALLY SPACED #3 TIES @ 16" O.C. MAX 3" MINIMUM COVER TYP 24" DIAMETER TY P 3"12 " 6' - 0 " 2" PVC MALE ADAPTER PAVING 4' 2'-0" 3/4" 480V POWER CONDUIT 30 " - 3 6 " LIGHT POLE 2" PVC COUPLING 2" PVC CONDUIT 45 DEGREE BEND (TYP) JUNCTION BOX 8"X 4"X 2 3/4" 5/8"x 12' COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE CONNECT ALL EQUIPMENT GROUND CONDUCTORS TO TEMPORARY CAP ALL CONDUIT GROUNDING LUG IN POLE 30 " - 3 6 " 12 " 20 ' - 6 " CONNECTOR LIQUID-TIGHT 2" 45 DEGREE TYPICAL LIGHTING POLE BASE DETAIL 04/19/16 NOTE: ONLY FOR POLE LOCATIONS DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM. CAMERAS AND WIRING BY OTHERS. PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. BV-CAM). REFER SITE PLAN FOR SECURITY POLE LOCATIONS. JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), FLUSH WITH FACE OF LIGHT POLE BASE. LOCATE JUNCTION BOX TOWARDS FRONT OF BUILDING. JUNCTION BOX SHALL BE CARLON PART NUMBER E1212C24 WITH E1212DIV FIELD INSTALLABLE DIVIDER REFER SPECIFICATIONS (4) ANCHOR BOLTS 1.25" DIA. x 42" LONG x 6" HOOK 1" MIN. LIGHTING CONDUIT 2" SECURITY CAMERA CONDUIT (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM) TYPICAL LIGHTING POLE BASE DETAIL N.T.S. 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE. IF SUPPLIED BY SITE LIGHTING VENDOR 1 - RB - 05 - I - S ASTM A53/A500 SCHD 40 STANDARD RED AND WHITE SIGN R5-1 N.T.S. 30 " 30" "DO NOT ENTER" SIGN NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. GENERAL NOTES: 1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER. 2.REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS. 3.A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE AT CORNERS OF MANHOLE. 4.ALL REINFORCING BARS TO BE GRADE 60. 5.ALL REINFORCING BARS TO HAVE 2" COVER. 6.OPENINGS FOR INLET & OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN. 7.A 6'x6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM MANHOLE TO PREVENT ANY PARKING OR COVERING OF THE VENTED GRATE WITH ANY OBJECTS. THIS STRIPED AREA SHALL BE PAINTED WITH 4" SOLID TRAFFIC YELLOW STRIPES WITH 18" SPACING AT 45° ANGLE. 8.PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. PRECAST MANHOLE SPECIFICATIONS ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES CONCRETE: 4000 PSI AE (MIN.) JOINT: WATERTIGHT RUBBER GASKET REFER TO ARCH. PLANS FOR LOCATION VENTED GRATE FOR THE SIPHONIC BREAK MANHOLE 4" SOLID TRAFFIC YELLOW PAINTED EDGE STRIPE 4" SOLID TRAFFIC YELLOW PAINTED STRIPE WITH 18" SPACING AT 45° ANGLE DTSPHNCMH 02-16-15 24"7'-0"9'-5"7'-10" SUBGRADE COMPACTED SECTION "A"-"A" ELEVATION DIAGONAL @ COVERW1 = 7' OR LESS #4's @ 8" E.W. #4's @ 6" E.W. #4's @ 6" E.W. #4'S @ 6" E.W. W2 = 7' OR GREATER W1 = 7' OR GREATER W2 = 7' OR GREATER DIAGONAL @ COVER DIAGONAL @ COVER DIAGONAL @ COVER 36" 30" 42" 48" STEEL REINFORCEMENT SCHEDULE, TOP 6" + PIPE THICKNESS 6" + PIPE THICKNESS #4's @ 8" E.W. #4's @ 8" E.W. REINFORCEMENT SCHEDULE, WALLS TABLE OF "T" & "N" DIMENSIONS W2 = 7' OR LESS W1 = 7' OR LESS DIMENSIONS WIDTH ("W") GREATER THAN 7' BETWEEN 4' & 7' SECTION "A" "A" SECTION WIDTH ("W") GREATER THAN 7' BETWEEN 4' & 7' 4' DIAGONAL @ COVER DIAGONAL @ COVER SPECIAL PATTERN "T" 8" 8" "N" 8" 6" "D" 10'-6" 9'-2" 13'-2" 11'-10" #4's @ 9" #6's @ 9" #5's @ 4 1/2" HOR. 9'-4" 8'-2" 11'-8" 10'-6" VERT. #4's @ 10" #4's @ 10" #4's @ 10" 12'-6" 11'-0" 14'-2" 15'-10" "A" PLAN "A" PIPE _24" SINGLE SIZE 36" 42" 60" 48" 30" DOUBLE CORNER BAR 10" 10 " 90° 4'-0" 5'-11" 5'-3" 7'-10" 6'-7" 4'-7" FOR "A" SECTION ONLY SKEW OF CROSS DRAIN 4'-0" 5'-3" 4'-0" 7'-0" 5'-10" 4'-0" STRAIGHT 5'-8" 7'-3" 6'-5" 9'-8" 8'-0" 4'-10" 30°45° #4's @ 6" E.W. REINFORCEMENT SCHEDULE, BASE SECTION "A" EXTERIOR FACE OF BUILDING WALL SITE GRADES (REFER CIVIL SITE GRADING PLAN) RE F E R T O A R C H . PL A N S F O R D E P T H REFER TO ARCH. PLANS FOR LOCATION REFER TO ARCH. PLANS GROUT BOTTOM TO SLOPE TO OUTLET PIPE NOTE: TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. USE ADJUSTMENT RINGS AS REQUIRED BUT NOT TO EXCEED 12". 2'-0" (MIN.) 1'-0" "N" "A " S E C T I O N "W"(4'-0")MIN."N" 1'-0" "H " H E I G H T "T " 1'-0" "N" "N" '' D ' ' P.C. CONCRETE "W"(4'-0")MIN. '' D ' ' "F " "P " "N" "P" = PAVEMENT THICKNESS "F" = FRAME HEIGHT SEE INSET "A" INSET "A" RING & CO V E R RING & VENTED COVER PER SITEWORK SPECIFICATIONS RING & VENTED COVER PER SITEWORK SPECIFICATIONS CORNER BARS - SAME SIZE AND SPACING AS HORIZONTAL BARS P.C. CONCRETE (PER SITEWORK SPECIFICATION SECTION 02751) FULL DEPTH OF FRAME HEIGHT TO OUTSIDE EDGE OF MANHOLE INVERT ELEVATION (REFER TO ARCH./ MEP PLANS) INVERT ELEVATION (REFER TO CIVIL PLANS) "W 2 " "W1" SIPHONIC BREAK CONCRETE N.T.S. STORM MANHOLE DETAIL STRIPING DETAIL FOR THE N.T.S. SIPHONIC BREAK MANHOLE TABLE OF 'W' DIMENSIONS 09/06/18 NOTES FOR SINGLE POST WITH BOLLARD: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. SINGLE POST WITH BOLLARD ED G E O F T R A V E L W A Y SIGN LOCATIONS - 60° PARKING PAINTED ENDCAP - 60° SIGN LOCATIONS - 90° PARKING PAINTED ENDCAP - 90° PAVED SURFACE SQUARE TUBE BREAK AWAY POST PLAN VIEW PARTIAL ELEVATION GROUND SURFACE NOTES FOR SINGLE POST WITH BREAK AWAY POST: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. SINGLE POST WITH BREAK AWAY POST SIGN LOCATIONS - 60° PARKING CURBED ISLAND - 60° SIGN LOCATIONS - 90° PARKING CURBED ISLAND - 90° 18"Ø 4'-0" 4' - 0 " 3' - 0 " 7' - 0 " ( M I N . ) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) GALVANIZED SQUARE TUBE USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE NOTE: ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD. WHEN WITHIN A CURBED ISLAND, SIGN CAN BE MOUNTED ON DOUBLE POSTS. ED G E O F T R A V E L W A Y 4'-0" 7' - 0 " ( M I N . ) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST 12"Ø 27 " GROUND SURFACE 3" M I N . - 4 " M A X . 5/16" GR. 5 SERRATED FLANGED NUT 5/16" GR. 5 FLANGED BOLT ACCESSIBLE VAN RESERVED PARKING ACCESSIBLE VAN RESERVED PARKING 4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) 4' - 0 " VA R I E S D E P E N D I N G ON C U R B R A D I U S 4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) 4' - 0 " VA R I E S D E P E N D I N G ON C U R B R A D I U S LAYOUT PER STRIPING DETAIL/SITE PLAN LAYOUT PER STRIPING DETAIL/SITE PLAN 30" STOP SIGN MOUNTED TO POST WITH BREAK AWAY POST 36" STOP SIGN SHALL BE INSTALLED ON POST WITH BOLLARD 30" STOP SIGN MOUNTED TO POST WITH BREAK AWAY POST 36" STOP SIGN SHALL BE INSTALLED ON POST WITH BOLLARD SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD) SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)LAYOUT PER STRIPING DETAIL/SITE PLAN LAYOUT PER STRIPING DETAIL/SITE PLAN 4'-0" 4' - 0 " STOP SIGN ONLY - ON POST WITH BOLLARD 4'-0" 4' - 0 " 4' - 0 " 4' - 0 " SIGN ON POST WITH BOLLARD SIGN ON POST WITH BOLLARD STOP SIGN ONLY - ON POST WITH BOLLARD DOUBLE POST WITH BREAK AWAY POSTS GROUND SURFACE ED G E O F T R A V E L W A Y 4'-0" GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST 7' - 0 " ( M I N . ) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" 12"Ø 27 " 24" 0.C. SIGNAGE OTHER THAN TRUCK ENTRANCE (TRUCK EXIT, NO THRU TRAFFIC, ETC.) (ALTERNATE TO MOUNTING SIGNS EQUAL TO OR GREATER THAN 36" ON POST WITH BOLLARD WHEN SIGNS ARE WITHIN A CURBED ISLAND OR GREEN SPACE) N.T.S. SIGN MOUNTING AND BASE 72" 14 ' 8' 27"x6 6 " N.T.S. CART CORRAL 01/21/03 CART CORRALS WILL BE PROVIDED BY RETAIL AND ASSEMBLED/INSTALLED BY THE CONTRACTOR AT THE LOCATIONS SHOWN ON THE SITE PLAN. DTCARTSG 1 Page 41 of 414 DTVFZDT CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.4 DU M P S T E R D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 10 " 10 ' - 0 " 10 " EQ EQ 2 3 / 8 " 2 3 / 8 " PAIR OF STEEL FRAMED GATES REF 10 ' - 4 3 / 4 " 11 ' - 8 " 5 FSA2.3 6 FSA2.3 FSA2.3 4 FSA2.3 3 2 FSA2.3 REF CIVIL FOR EXACT LOCATION AND PAVING ELEVATION BOLLARD, TYP OF (2) REF , PAINT P5 FSA2.3 8 HEAVY DUTY CONC. PAD, REF CIVIL 11-FSA2.3 11'-4"1'-10" 6 FSA2.3 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT 4" x 4" STL TUBE GATE JAMB POSTS EMBED INTO 18" DIA 4' DEEP CONCRETE FOOTING REF SELF-CLOSING, LOCKABLE METAL GATE PAINTED REF LOCKABLE HEAVY DUTY CANE BOLT WITH IN-GROUND RECESSED STRIKE ON EACH GATE AT OPENING SIDE METAL COPING CAP 3-FSA2.3x 9-FSA2.3 P162E P135 P135 5 FSA2.3 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT METAL COPING CAP P135 P135 6 FSA2.3 8' - 0 " 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT METAL COPING CAP P135 P135 6 FSA2.3 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT METAL COPING CAPFSA2.3 7 P135 P135 5 FSA2.3 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT SELF-CLOSING, LOCKABLE METAL GATE METAL COPING CAP P135 P135 METAL COPING CAP 8" CMU BOND BEAM, REF STRUC REF 2-FSA1b FOR ALL VERT AND HORIZ REINFORCING FOUNDATION, REF STRUC REF PLAN FFL (F) 108'-0" TOM REF PLAN FOR PAVING/FLATWORK 7' - 4 " 8" 8" CMU WALL PAINTED REF STRUCT FOR REINFORCEMENT P135 FSA2.3 10 6" CONCRETE CURB HEAVY DUTY CONC. PAD REF CIVIL 6"CMU WALL 4" x 4" STL TUBE GATE POSTS METAL GATE 6" x 6" CONCRETE CURB 4" 5" GALVANIZED FORM RAIL METAL COPING CAP PREFINISHED TO MATCH CMU WALL TREATED 2X WOOD NAILER 1/4"X4" MASONRY SCREW ANCHOR AT 12" OC STAGGERED WOOD FIBER TAPERED EDGE STRIP GASKETED FASTENERS AT 12" OC SEALANT SEALANT FRONT (FACING DRIVE) REAR (FACING WASTE/RECYCLING) SITE PAVING LOCKABLE HEAVY DUTY CANE B O L T W I T H I N - G R O U N D RECESSED STRIKE ON EACH GATE AT OPENING SIDE 2" x 2" GALV STEEL TUBE CROSS-BRACING WELDED GALV CORRUGATED METAL SIDING, PAINT 2" x 4" GALV STEEL TUBE WELDED MECHANICALLY FASTEN CORRUGATED METAL SIDING TO STEEL FRAME SECTION FRONT (DRIVE) 2" x 4" GALV STEEL TUBE WELDED GALV CORRUGATED METAL SIDING, PAINTED 2" x 4" GALV STEEL TUBE WELDED 2" x 4" GALV STEEL TUBE WELDED MECHANICALLY FASTEN CORRUGATED METAL SIDING TO STEEL FRAME 2" x 2" GALV STEEL TUBE CROSS-BRACING WELDED HEAVY DUTY BUTT OR BALL BEARING HINGE, TYP OF (3) AT EACH GATE SE C T I O N SE C T I O N EQ EQ 7' - 6 " 2" 7' - 4 " 4" 4" EQ EQ 4" MASTERLOCK 706D HASP, REF SPECS 4' - 0 " P162 P162 SHEET NOTES 1. REFER TO SHEET FSA2 FOR COLOR LEGENDS. 1'-6" DIA. FOOTING PAVING OR CONCRETE SLAB 6" DIA STEEL PIP BOLLARD FILL w/ CONCRETE. SAW CUT 18"x18" SQ HOLE THROUGH PAVING. AUGER 18" DIA HOLE FOR FOOTING. EXPOSED CONCRETE ROUNDED AT TOP 3' - 0 " OR 6 " B E L O W F R O S T L I N E 3" 4' - 0 " FENCE POST TO BE 3'-0" DEEP OR 6" BELOW FROST LINE WHICHEVER IS GREATER, TYP. 3/8" = 1'-0"11 BOLLARD DETAIL SHEET: DRAWN BY: CHECKED BY: DOCUMENT DATE: ISSUE BLOCK ST I P U L A T I O N F O R R E U S E JO B N U M B E R : PROTO: PROTO CYCLE: TH I S D R A W I N G W A S P R E P A R E D F O R U S E ON A S P E C I F I C S I T E A T CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N , A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . US E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N AN O T H E R P R O J E C T R E Q U I R E S T H E SE R V I C E S O F P R O P E R L Y L I C E N S E D AR C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G FO R R E U S E O N A N O T H E R P R O J E C T I S NO T A U T H O R I Z E D A N D M A Y B E PR O T O : CO N T R A R Y T O T H E L A W . C: \ U s e r s \ a d r i a n a . g a l i c i a \ D o c u m e n t s \ 2 0 2 4 R e v i t P r o j e c t s \ 0 3 6 5 7 - 1 0 0 0 O c o e e , F L _ F S - 1 4 4 0 R - W D _ F U E L _ A _ V 2 4 _ H F A . A d r i a n a . G a l i c i a . r v t 4/ 2 9 / 2 0 2 5 9 : 2 3 : 0 0 A M FSA2.3 TRASH ENCLOSURE PLANS AND DETAILS 04/14/25 DS/SG 22 - 2 4 - 0 3 6 5 7 OC O E E , F L O R I D A SP/DS 80 3 5 - F S A 2 . 3 - T R A S H E N C L O S U R E P L A N S A N D D E T A I L S OC O E E , F L ST O R E N O : 0 3 6 5 7 - 1 0 0 0 04 / 1 4 / 2 5 L-L-45 (RX-R) 12/13/24 L- L - 4 5 ( R X - R ) CL A R C O N A O C O E E R D & L A K E W O O D A V E 1/4" = 1'-0"2FSA21TRASH ENCLOSURE PLAN 1/2" = 1'-0"1FSA2.32TRASH ENCLOSURE FRONT ELEVATION 1/2" = 1'-0"1FSA2.33TRASH ENCLOSURE SIDE ELEVATION 1/2" = 1'-0"1FSA2.34TRASH ENCLOSURE REAR ELEVATION 1/2" = 1'-0"1FSA2.35TRASH ENCLOSURE SECTION 1/2" = 1'-0"1FSA2.36TRASH ENCLOSURE SECTION 1" = 1'-0"5FSA2.37TRASH ENCLOSURE WALL DETAIL 1" = 1'-0"1FSA2.38TRASH ENCLOSURE GATE PLAN 3" = 1'-0"7FSA2.310WALL CAP FLASHING 1/2" = 1'-0"9 METAL GATE HFA-AE, L T D. 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 www.hfa-ae.com NO T F O R C O N S T R U C T I O N Page 42 of 414 CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.4b MO N U M E N T A N D F E N C I N G D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 12 / 2 9 / 2 0 2 5 PE R C I T Y O F O C O E E C O M M E N T S JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 19'-4 1/2" 14'-9 1/2" 1' - 6 " 6' - 1 0 1 / 4 " Ocoee Village Center 8" 2' - 2 1 / 4 " 10 " 17'-1" 1' - 1 0 " 4" LETTERING: FONT: CAMBRIA. SIZE: 14" CAPITAL LETTERS, 10" LOWER CASE LETTERS. COLOR: SW 7083: DARKROOM (OR APPROVED EQUAL). PIN & EPOXY IN PLACE. Wall '1': Sign Wall and Tenant Fence Elevation SCALE: 1/2" = 1'-0"HD.01 1 4' 5' - 1 0 1 / 4 " 1'-4" ℄ OF WALL 1'-4" 3' - 6 " 9' JERITH MANUFACTURING CO., INC. INDUSTRIAL STRENGTH ORNAMENTAL ALUMINUM FENCE, PAINT BLACK. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INSTALLATION. 1' - 1 0 " 2' - 4 1 / 4 " 3' - 6 " SMOOTH STUCCO FINISH 1 1/2" THICK TO EXTEND 3" BELOW FINISHED GRADE, BOTH SIDES OF WALL. COLOR: SW 9101: TRES NATURALE. CULTURED STONE VENEER. STYLE: ASHLAR. COLOR: COLORADO. AS MANUFACTURED BY J & N STONE, INC. CONTACT: 863.422.7369. FAX: 863.419.9213. DECORATIVE FENCE - SEE DETAIL 3/HD.01 AND 2/HD.02 FOR STYLE, RAIL SIZES AND COLOR 'B' 'B' TYPICAL PRE-FAB COLUMN - SEE DETAIL 3/HD.02 FOR ADDITIONAL INFORMATION 3' - 6 " 3' - 6 " 3' - 2 1 / 2 " 3' - 4 " 11 1 / 4 " 4' - 6 " 2" 'C' 'C' PRECAST SIGN WALL AS MANUFACTURED BY FLORIDA WALL CONCEPTS (OR APPROVED EQUAL). CONTACT: FLORIDA WALL CONCEPTS INC., 1726 W. BROADWAY ST., OVIEDO, FL 32765. PH: 407-971-8418. EMAIL: estimating@FlWallConcepts.com. 'A' 'A' WALL 1: SECTION 'B'-'B' - SEE DETAIL 5/HD.02 FOR ADDITIONAL INFORMATION. WALL 1: SECTION 'B'-'B' - SEE DETAIL 5/HD.02 FOR ADDITIONAL INFORMATION. WALL 2: SECTION 'D'-'D' - SEE DETAIL 2/HD.01 FOR ADDITIONAL INFORMATION. WALL 2: SECTION 'D'-'D' - SEE DETAIL 2/HD.02 FOR ADDITIONAL INFORMATION. 'D' 'D' SIGN WALL COLUMN - SEE DETAIL 1/HD.02 FOR ADDITIONAL INFORMATION 2'-4" 1' - 4 " 1' - 4 " 'E' 'E' 1' 19'-4 1/2" 14'-9 1/2" 1' - 6 " 6' - 1 0 1 / 4 " 17'-1" 1' - 1 0 " 4" LETTERING: FONT: CAMBRIA. SIZE: 14" CAPITAL LETTERS, 10" LOWER CASE LETTERS. COLOR: SW 7083: DARKROOM (OR APPROVED EQUAL). PIN & EPOXY IN PLACE. 12"x12" TRAVERTINE TILE. FRONT OF WALL ONLY. SMOOTH STUCCO FINISH 1 1/2" THICK TO EXTEND 3" BELOW FINISHED GRADE, BOTH SIDES OF WALL. COLOR: SW 9101: TRES NATURALE. CULTURED STONE VENEER. STYLE: ASHLAR. COLOR: COLORADO. AS MANUFACTURED BY J & N STONE, INC. CONTACT: 863.422.7369. FAX: 863.419.9213. Wall '1': Sign Wall Elevation SCALE: 1/2" = 1'-0"HD.01 2 5' - 1 0 1 / 4 " ℄'A'OF WALL 'A' SIGN WALL COLUMN - SEE DETAILS 1/HD.02 AND 4/HD.02 FOR ADDITIONAL INFORMATION. Ocoee Village Center 8" 2' - 2 1 / 4 " 10 " 4' 1'-4"1'-4" 11 1/ 4 " 'C' 'C'WALL 1: SECTION 'B'-'B' - SEE DETAIL 5/HD.02 FOR ADDITIONAL INFORMATION. TYPICAL PRE-FAB COLUMN - SEE DETAIL 3/HD.02 FOR ADDITIONAL INFORMATION Tenant Fence Elevation SCALE: 1/2" = 1'-0"HD.01 3 3' - 6 " 3' - 4 " 30' 4' - 6 " SMOOTH STUCCO FINISH 1 1/2" THICK TO EXTEND 3" BELOW FINISHED GRADE, BOTH SIDES OF WALL. COLOR: SW 9101: TRES NATURALE. CULTURED STONE VENEER. STYLE: ASHLAR. COLOR: COLORADO. AS MANUFACTURED BY J & N STONE, INC. CONTACT: 863.422.7369. FAX: 863.419.9213. DECORATIVE FENCE TOPPER 'B' 'B' TYPICAL COLUMN - SEE DETAIL 3/HD.02 FOR ADDITIONAL INFORMATION TYPICAL COLUMN - SEE DETAIL 3/HD.02 FOR ADDITIONAL INFORMATION JERITH MANUFACTURING CO., INC. INDUSTRIAL STRENGTH ORNAMENTAL ALUMINUM FENCE, PAINT BLACK. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INSTALLATION. 3' - 2 1 / 2 " 'E' 'E' WALL 1: SECTION 'B'-'B' - SEE DETAIL 5/HD.02. G: \ . s h o r t c u t - t a r g e t s - b y - i d \ 0 B 1 p q i p C 3 L U g c N k R l S 1 9 r S D F j c W 8 \ 0 0 1 . P r o j e c t s \ 2 2 1 2 . P B E . 0 1 O c o e e V i l l a g e C e n t e r \ C A D \ O c o e e V i l l a g e C e n t e r H S C - P B E . d w g SHEET NO. DATE: DESIGNED BY: PROJECT NO.: CHECKED BY: DRAWN BY: DW G CH K NO . DA T E SU B M I T T A L BY BY Landscape Architect In Charge: Ramon V. Murray Registration # LA0001383 246 North Westmonte Drive Altamonte Springs, FL 32714 Phone: (407) 340-1196 www.murraysitedesign.com Murray Design Group LANDSCAPE ARCHITECTURE Ha r d s c a p e D e t a i l s MD G P r o j e c t N a m e : O c o e e V i l l a g e C e n t e r MD G P r o j . # : 2 2 1 2 . P B E . 0 1 Ci t y o f O c o e e , F l o r i d a Pr e p a r e d F o r : O c o e e D e v e l o p m e n t I V , L L C Oc o e e V i l l a g e C e n t e r RVM RVM CWY 2212.PBE.01 02.08.23 HD.01 1 02 . 0 8 . 2 3 IS S U E D F O R R E V I E W CW Y R V M 2 02 . 2 4 . 2 3 IS S U E D F O R P E R M I T CW Y R V M BY OTHERS CONTRACTOR RESPONSIBILITY CONTRACTOR RESPONSIBILITY 1 CONTRACTOR RESPONSIBILITY BY OTHERS BY OTHERS CONTRACTOR RESPONSIBILITY 1 Page 43 of 414 DTVFZDT CPH ,LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.4c FE N C I N G A N D C O L U M N D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 6' - 1 0 1 / 4 " FINISHED GRADE 1' - 1 0 " 3" 8 1 / 2 " 9 1 / 2 " 2'-9" 2'-4" CULTURED STONE VENEER. STYLE: ASHLAR. COLOR: COLORADO. AS MANUFACTURED BY J & N STONE, INC. CONTACT: 863.422.7369. FAX: 863.419.9213. WALL SCONCE. FRONT OF COLUMN ONLY. MODEL: MADISON OUTDOOR WALL LIGHT, 23" HT. STYLE # 9654BK. CONTACT: PH: 866.558.5706. www.kichler.com. (OR APPROVED EQUAL). PRECAST COLUMN CAP. COLOR: SW 7015: REPOSE GRAY (OR APPROVED EQUAL). 2' - 2 " PRECAST COLUMN CAP 2'-9" 2 3 / 4 " 2 1 / 2 " 2'-4 1/2" 3" 1 1/2" 3/4" 9 1 / 2 " 1 SCALE: 1/2" = 1'-0"HD.01 Wall 1: Sign Wall Column Elevation 'C'-'C' 1 1 / 4 " EIFS WATER TABLE. COLOR: SW 7015: REPOSE GRAY (OR APPROVED EQUAL). 1" 1 1/4" 1" NOTE: ELECTRICAL AND STRUCTURAL ENGINEERING BY OTHERS. 5' - 0 1 / 2 " FINISHED GRADE 1-1/2" SMOOTH STUCCO FINISH TO 3" BELOW FINISHED GRADE ALL SIDES OF COLUMN. COLOR: SW 9101: TRES NATURALE. 1' - 4 " 3" 2' - 7 " 9 1 / 2 " 2'-4 1/2" 1'-11 1/2" CULTURED STONE VENEER. STYLE: ASHLAR. COLOR: COLORADO. AS MANUFACTURED BY J & N STONE, INC. CONTACT: 863.422.7369. FAX: 863.419.9213. PRECAST COLUMN CAP. COLOR: SW 7015: REPOSE GRAY (OR APPROVED EQUAL). 1' - 8 " PRECAST COLUMN CAP 2'-4 1/2" 2 3 / 4 " 2 1 / 2 " 2' 3" 1 1/2" 3/4" 9 1 / 2 " 3 SCALE: 1/2" = 1'-0"HD.01 Wall 2: Typical Column Elevation 'E'-'E' 1 1 / 4 " EIFS WATER TABLE. COLOR: SW 7015: REPOSE GRAY (OR APPROVED EQUAL). 1" 3/4" 1" NOTE: ELECTRICAL AND STRUCTURAL ENGINEERING BY OTHERS. Wall 1: Sign Wall Section 'A'-'A' Scale: 1/2"=1'-0" 4 HD.01 EIFS WATER TABLE, COLOR: SW 7015: REPOSE GRAY. PROVIDE 1" OVERHANG FROM FACE OF STUCCO. FINISHED GRADE 6' - 1 0 1 / 4 " 2" PRE-CAST WALL CAP. COLOR: SW 7015: REPOSE GRAY. 1/2" SMOOTH STUCCO FINISH - BOTH OF SIDES OF WALL AS SHOWN - TO 3" BELOW FINISHED GRADE. COLOR: SW 9101: TRES NATURALE. 1' - 3 " 7 1 / 4 " 1'-1 1/4" 2' - 5 " ± 5' - 7 1 / 4 " LETTERING: FONT: CAMBRIA. SIZE: 14" CAPITAL LETTERS, 10" LOWER CASE LETTERS. COLOR: SW 7083: DARKROOM (OR APPROVED EQUAL). PIN & EPOXY IN PLACE. 3" ℄ OF WALL 12"x12" TRAVERTINE TILE. FRONT OF WALL ONLY. Wall 1: Section 'B'-'B' Scale: 1/2"=1'-0" 5 HD.01 COMPACTED SUBGRADE TO 95% DENSITY (TYP.) FINISHED GRADE 5' - 0 1 / 2 " PRE-CAST WALL CAP. COLOR: SW 7015: REPOSE GRAY. 8"x8"x16" CMU. SEE STRUCTURAL ENGINEERING DRAWINGS FOR SIZE AND REINFORCING. 1/2" SMOOTH STUCCO FINISH - BOTH SIDES OF WALL AS SHOWN - TO 3" BELOW FINISHED GRADE. COLOR: SW 9101: TRES NATURALE.3' - 6 " 1'-1 1/4" CONCRETE FOOTER. SEE STRUCTURAL ENGINEERING DRAWINGS FOR SIZE AND 3'REINFORCING. 12 " MI N . 12 " ℄ OF WALL NOTE: STRUCTURAL ENGINEERING BY OTHERS. PRE-CAST WALL CAP 4 1 / 4 " 11 1/2" 1/ 2 " 1/ 2 " 2 1 / 4 " 1/ 4 " 3/ 4 " 1/4" 1/2" 1' 1'-1 1/4" 1/4" 1/2" SCALE: 1" = 1'-0" PRE-CAST WALL CAP 4 1 / 4 " 11 1/2" 1/ 2 " 1/ 2 " 2 1 / 4 " 1/ 4 " 3/ 4 " 1/4" 1/2" 1' 1'-1 1/4" 1/4" 1/2" SCALE: 1" = 1'-0" FINISHED GRADE 1' - 1 0 " 4' 6 SCALE: 1/2" = 1'-0"HD.01 Directional Sign Elevation 1 1/2" DIRECTIONAL SIGN 1'-2" 2' 1' - 1 0 " 4' 1'-6" 2" 2' 1'-5" 1'-2" NOTE: ELECTRICAL, STRUCTURAL ENGINEERING AND DETAILING BY OTHERS. STONE VENEER (BY OTHERS)OVC 3"1' 3" 2" 3" STORE NAME Tenant Fence: Section 'D'-'D' Scale: 1/2"=1'-0" 2 HD.01 FINISHED GRADE 3' - 6 " 3' - 4 " ± ℄ OF COLUMN AND FENCE 3/4" ALUMINUM PICKETS (TYP.). 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL. 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL. NOTES: BLACK POWDER COAT FINISH FOR FENCE. ATTACH FENCE POSTS TO WALL AND RAILS TO COLUMNS AS RECOMMENDED BY MANUFACTURER'S RECOMMENDATIONS. WALL 2: TYPICAL COLUMN (IN BACKGROUND) - SEE DETAIL 3/HD.02 FOR ADDITIONAL INFORMATION. G: \ . s h o r t c u t - t a r g e t s - b y - i d \ 0 B 1 p q i p C 3 L U g c N k R l S 1 9 r S D F j c W 8 \ 0 0 1 . P r o j e c t s \ 2 2 1 2 . P B E . 0 1 O c o e e V i l l a g e C e n t e r \ C A D \ O c o e e V i l l a g e C e n t e r H S C - P B E . d w g SHEET NO. DATE: DESIGNED BY: PROJECT NO.: CHECKED BY: DRAWN BY: DW G CH K NO . DA T E SU B M I T T A L BY BY Landscape Architect In Charge: Ramon V. Murray Registration # LA0001383 246 North Westmonte Drive Altamonte Springs, FL 32714 Phone: (407) 340-1196 www.murraysitedesign.com Murray Design Group LANDSCAPE ARCHITECTURE Ha r d s c a p e D e t a i l s MD G P r o j e c t N a m e : O c o e e V i l l a g e C e n t e r MD G P r o j . # : 2 2 1 2 . P B E . 0 1 Ci t y o f O c o e e , F l o r i d a Pr e p a r e d F o r : O c o e e D e v e l o p m e n t I V , L L C Oc o e e V i l l a g e C e n t e r RVM RVM CWY 2212.PBE.01 02.08.23 HD.02 1 02 . 0 8 . 2 3 IS S U E D F O R R E V I E W CW Y R V M 2 02 . 2 4 . 2 3 IS S U E D F O R P E R M I T CW Y R V M Page 44 of 414 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 CPH Consulting, LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.5 CI T Y U T I L I T Y D E T A I L NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Right-of-Way Line Driveway Roadway Curb & Gutter 1 2 3 4 3 5 1 Legend Driveway: approach and sidewalk 6" Thick - fc' = 3,000 psi @ 28 days, fiber reinforced concrete 2 Sidewalk: 4" Thick - fc' = 3,000 psi @ 28 days 3 Expansion Joint: bituminous fiber board material 1/2" thick and full depth 4 Construction Joint: tooled, dummy or sawed (1" depth minimum, spacing equal width of sidewalk) 5 Approach Transition: Flair Curb shall be dropped if not mountable Curb shall be dropped through driveway with 3' transitions each end of driveway for non-mountable curb. All wooden stakes used in form work if left in place, shall have 2" or more of concrete cover. Notes: CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2022 N/A PW003 DETAIL NO. Driveway Approach CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:JUNE 2020 N/A PW005 DETAIL NO. Sidewalk, Curb, and Pavement Detail NOTES: 1.Tooled Control Joints at 5' O.C. max. 2.Expansion Joints at 25' O.C. max. 3.Joints shall be constructed within 24 hours of pouring concrete 4.Sidewalks shall be Class I, 3000psi 5.Sub-grade or base shall be compacted to a minimum density of 98% of the maximum density as determined by AASHTO T-180 for sidewalks/bike paths and curbs. 6.Refer to plans for sidewalk width. Sidewalk shall be a minimum of 5' if a width is not specified on the plans. 7.Refer to the plans for the curb height. If no curb height is specified, use 6" 4" 4" Concrete over compacted fill. 1/4" Per Foot Cross Slope 1" Prior to seeding or planting 2" Prior to sodding See Note 6 6" See Note 7 NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fill compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-180. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6", or as needed, to provide non-yielding support for the pipe. All unsuitable material shall be removed from pipe bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch compaction, but shall be no greater than 15" on each side of pipe for pipes less than 24" in diameter (24" for pipes 24" in diameter or greater.) 4. Water shall not be permitted in trench line during construction. 5. Pipe line shall be installed with bell fitting facing upgrade. 6.Gravity sewer shall have a 6" minimum rock bed. Crown trench in unimproved areas (3" min.) Clean Fill Undisturbed Earth 12" (typ.) Trench Width Varies Based on Pipe Dia. Existing Grade Pi p e B e d d i n g Tr e n c h B a c k f i l l Rock Bedding (See Notes 2 and 6) Pipe Diameter *a *a See Note 3 *a CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:September 2019 N/A UT001 DETAIL NO. Pipe Bedding and Trench 4"6"8"10"12"16" 18 24 32 38 44 55 10 10 13 16 18 23 10 10 10 10 10 11 10 10 10 10 10 10 30 47 64 81 98 133 Fittings Pipe Size PVC/HDPE Restraint Table 90° Bend 45° Bend 22 1/2° Bend 11 1/4° Bend Plug or Branch of Tee Minimum Length (FT) to be Restrained on each side of Fitting(s) NOTES: 1.The restraint values as indicated by the "Restraint Table" are minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2.All fittings shall have restrained joints unless otherwise indicated. 3.No restraints required if continuous pipe length to fitting is greater than value provided in "Restraint Table" above. 4.Where two or more fittings are laid in-line, use greatest restraint length for coverage. 5.For in-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise indicated. 6.Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand-Silt Mix.) Laying Conditions: 5 7.For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. 20" 74 31 15 10 167 CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT004 DETAIL NO. PVC/HDPE Pipe Restraint Table NOTES: 1.All pipe shall include the installation of #10 THHN copper tracing wire capable of detection by cable locating equipment. 2.Tracing wire shall be buried directly above the transverse centerline of the pipe. 3.End(s) of the locating wire shall be such that wire can be accessed by locating equipment assessing the wire in a valve vault or blow-off box. Wire is required to extend 12" minimum above finished grade. 4.Unless approved by the City, early warning tape indicating the type of pipe shall be required. 5.All directional drill pipe shall have locating wire attached to the top of pipe and shall remain on the top of the pipe during installation. 6.All service lines shall have locating wire placed on the pipe as described in City of Ocoee detail UT206 "Utility Service Connection" 7.All wire splices shall be completed with twist-on type wire nuts with gel or grease filled moisture seal. 8.All tracing wire installation shall be tested and verified for continuity by the contractor prior to final acceptance 1" MaximumTracing Wire Pipe #10 THHN Tracing Wire 1" max. from Top of Pipe. Cross Section Transverse Section Early Warning Tape Existing Grade Finished Grade CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT010 DETAIL NO. Pipe Locating Wire NOTES: 1.The restraint values as indicated by the "Restraint Table" are minimum values.Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2.All fittings shall have restrained joints unless otherwise indicated. 3.No restraints required if continuous pipe length is greater than value provided in "Restraint Table" above. 4.Where two or more fittings are laid in-line, use greatest restraint length for coverage. 5.For in-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise indicated. 6.Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand-Silt Mix.) Laying Conditions: 5 7.For pipe encased in polyethylene, use values given in parentheses or increase the given value by 150%. 8.For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. 4"6"8"10"12"16" 15 21 27 32 37 47 7 5 11 13 16 20 5 5 6 7 8 10 5 5 5 5 5 6 30 47 64 81 98 133 Fittings Pipe Size D.I.P. Restraint Table 90° Bend 45° Bend 22 1/2° Bend 11 1/4° Bend Plug or Branch of Tee Minimum Length (FT) to be Restrained on Each Side of Fitting(s) CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT005 DETAIL NO. Ductile Iron Pipe Restraint Table NOTES: 1.PVC extensions shall not be used on valve box. 2.The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 3.Valve assembly shall include center spacing guide from the City's Approved Materials List. 4.Where valve nut is more than 36" below grade, valve assembly shall include an extension from the City's Approved Materials List. 5.Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000 psi minimum @ 28 days for non-pavement areas. 6.Valve Marker shall be from the City's Approved Materials List and shall include "City of Ocoee", main type, size, material, turns to open or close valve, and direction of rotation. 7.Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the City. If approved, Contractor/Developer shall reach out to the Utilities Department on the location of the Valve Tags. 8.For Valve Box approved in pavement, a disk valve marker shall hang in the valve box anchored to the locating wire. Pipe/Main 6" FDOT #57 Stone Valve Adjustment Ring Actuating Nut for Valve Concrete Collar (See note 5) Finished Grade Adjustable cast iron valve box Valve box shall rest on bedding rock, not on valve or pipe, and shall be centered on operating nut. Valve I.D. Marker (See note 6) ##"D IP CCW O P E N ##T U R N S W A T E R MAI N 24" 24" 12" #4 bar with 2" minimum concrete cover CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT009 DETAIL NO. Valve Box and Cover ##"D IP CCW O P E N ##T U R N S W A T E R MAI N 1 4" See Note 8: C I T Y O F OCO E E C I T Y O F OCO E E Typical Cross Section Stage 1 Stage 2 Varies Straight and Smooth Saw Cut Existing Surface Treatment Extent of Pavement Replacement Replacement Base 1/2 of Pipe Diameter or 1' Min. 18"6" Curb Stage Compactions: 1.Backfilling of trench shall be in six inch (6") maximum lifts. 2.Stage 1: Backfilling trench in Stage 1 shall use proper mechanical equipment to insure proper compaction throughout, including pipe haunches. 3.Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub-grade. NOTES: 1.All work and material for the Flexible Pavement Reconstruction shall be in accordance with the most current City of Ocoee - Engineering Standards Manual (available at OCOEE.ORG). 2.Any conflict between ESM specification and this sheet's specifications shall be resolved by the more stringent requirement. 3.Replacement asphalt shall match the existing structural and friction courses for type and thickness in accordance with requirements as set forth by the ESM. 4.Replacement asphalt shall be installed the to the full width of the travel lane. 5.Backfill and base material shall be clean and homogenous compacted to 98% of the maximum density per AASHTO T-180. Tack shall be added to the new base material prior to installing the replacement asphalt. 6.Base course shall be prepared in 6" lifts maximum, and thoroughly compacted. 7.Where trench line abuts existing curb(s), construct clean butt joint with curb. In the event curb is undermined and/or compromised, curb shall be replaced. Butt-Joint Detail CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2022 N/A PW002 DETAIL NO. Open Cut Flexible Pavement Replacement Page 45 of 414 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 CPH Consulting, LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.6 CI T Y U T I L I T Y D E T A I L NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Main (type) PIPE LETTERING NOTES: 1.Lettering shall be per the American Water Works Association. 2.Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe is installed. 3.Lettering must be permanently imbedded into the pipe/main, not painted or stenciled. 4.Lettering shall be of contrasting color to pipe/main color. Pipe/Main color based on use. Main (type) See Note 2 for lettering size and orientation. Pipe Marking (Lettering) N.T.S. Diameter = 2.5" to 4" 3" Tape centered along the top half of pipe. Main (type)Main (type)Main (type) Diameter = 6" to 16" Two (2) 6" Tapes along both sides of top half of pipe. Main (type)Main (type)Main (type) Main (type)Main (type) Main (type)Main (type)Main (type) Main (type)Main (type) Main (type)Main (type)Main (type) Diameter = 20" and larger Three (3) 6" Tapes along top and both sides of top half of pipe. Warning Tape N.T.S. WARNING TAPE NOTES: 1.Tape color shall be in accordance with (same) as main/pipe color. 2.Tape lettering shall be at least 1" in height with no greater than 12" in spacing. 3.Warning tape shall extend total length of pipe. Main (type) Main (type) CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT011 DETAIL NO. Pipe Identification & Warning Tape NOTES: 1.All pipe shall be installed with # 10 THHN solid copper tracing wire. Tracing wire must be installed directly above the pipe in a continuous circuit. 2.Tracing wire shall cover all main, pipe, branches (including fire hydrants) and service connections. 3.Tracing wire shall extend a minimum of 12" above grade at required intervals and/or valve lids. 4.Tracing wire shall be coiled and placed in a valve box and shall be easily accessible. 5.At dead ends of mains, pipe, and/or service, the tracing wire shall be placed in a properly identified cast iron valve box (Valve Box and Cover Detail UT009). 12 " CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT012 DETAIL NO. Tracing Wire Location #10 THHN Solid Wire Provide one continuous loop of tracing wire with 24" of excess and coil excess tracing wire in valve box Drill hole in Valve Box (below collar and above valve box threads) NOTES: 1.The table above represents the minimum separation requirements as described in the City's Engineering Standards Manual. The most stringent requirements between the City's Standards and the guidelines set forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newly proposed utility lines and existing or proposed utility lines. 2.Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The joint shall be no less than the required distance from the center of the crossing of the two pipes. (The water pipe shall be above the other pipe unless otherwise approved by the City.) 3.Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in accordance with F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and 62-604.400 (F.A.C.) may be allowed upon approval by the City's Utilities Department. a.If it is not technically feasible or economically sensible to comply with the requirements set forth in 62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P. with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to the City. 4.For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, and the separation list for sanitary sewer shall apply. 5.Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 6.Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 7.All Sanitary and Storm Structures shall follow separation requirements above. 8.Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross. 9.All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36" coverage. 10.No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and is subject to special conditions and materials. 11.Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for construction of, including, but not limited to: live loads, multi-story commercial buildings, superstructures, embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc. Pipes/Mains Separation Requirement Table (See Note 11 for Structural) Potable Reclaimed Sanitary Sewer Storm Sewer Potable Reclaimed Horiz.Vert.Horiz.Vert.Horiz.Vert.Horiz.Vert. Sanitary Sewer Storm Sewer 3'12"3' 3'3'3' 3'3' 3'3'3' 18"18" 12" 12" 12" 12" 12" 12" 18" 18" 10' 12" 10' CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:November 2022 N/A UT013 DETAIL NO. Pipe Separation Requirement Table Joint Spacing Requirement Table (See Note 2) Potable Reclaimed Sanitary Sewer Storm Sewer Potable 3'3'6' Horiz. 10' Structural 10' 10' 10' NOTES: 1.This detail is for pre-cast standard and receiving sanitary sewer manholes. 2.Sewer main sizes connecting to the manhole shall range from 6" to 24" in diameter and not less than 2" from floor of bottom casting. All other sizes shall require separate design and approval. 3.All manholes where any invert into the manhole exceeds 18" shall require a drop connection (See detail UT102). 4.Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" to 36". Concentric configuration shall require written approval by the City. 5.Receiving, forcemain connected and drop manhole shall be continuously lined with an approved liner on the City of Ocoee's Approved Materials List at a minimum of 90 mil thickness. 6.Bottom casting shall be monolithic with first riser. 7.Riser between top cone and bottom casting shall be no shorter in height than 60". 8.Manhole cover to be set 1/4" above and matching slope pavement and should be set at plan grade unpaved areas. 9.All seams from structure joints, pipe connections and ring shall be WrapidSealed. Manhole Ring and Cover See Note 8 for Setting Cover Adjust final cover grade with 2 to 4 courses of brick Mortar in Ring Monolithic Base Invert Bench See Manhole Connection Detail UT102 Invert Section Wall Joint Section Bituminous (Coal Tar) Coating Both Inside and Outside of Walls Flow invert to be smoothly sloped in the direction of flow with channel matching pipe diameter Invert Bench to three quarters height of pipe, gently sloped (12 to 1) and bituminous coated Rock Bedding 9" Thick Extending 9" Beyond Float Tab 4' Cone Transition See Note 4 5" 6" Min. 8" Min. Manhole Section Pre-Molded Plastic Joint Sealer with Protective Wrapper (Wrapper to be Removed) Inside of Manhole Outside of Manhole All Joining Surfaces to be Pre-Primed CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2019 N/A UT101 DETAIL NO. Sanitary Sewer Manhole NOTES: 1.For manhole covers, see UT103 Standard Manhole Ring and Cover Detail and UT104 Large & Receiving Manhole Ring and Double Cover Detail. 2.Drop pipe and fittings shall be of equal size and material to the influent sewer line. 3.The drop connection provided above is limited to pipe size less than 24". Alternative design must be approved by City for pipe sizes equal or greater than 24" in diameter. 4.An outside drop connection is required for all influent lines 18" or more above the manhole inverts. 5.Bottom elevation of drop shall be 0.1' above effluent invert. Pipe Connection for Pipes Less Than 24" Section Standard Drop Section Invert Bench Manhole Drop Connection Pipe (See Note 2) PVC Tee Influent to Manhole Drop Invert Concrete Pipe Encasement Spring Line of Pipe to Top of Bottom Slab and 6" Around Pipe PVC 90 Fitting Influent to Manhole See Connection Section Above for Tie-In Details (Typ) Precast Manhole Wall (Typ) PVC or D.I.P S. S. Band S. S. Pipe Clamp Resilient ConnectorGrout with Hydraulic Cement Around Pipe and Bituminous Coat all Exposed Surfaces CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2019 N/A UT102 DETAIL NO. Sanitary Sewer Connection NOTES: 1.Use Ring & Covers Detail as depicted on this sheet for standard manhole applications. Refer to UT104 Large & Receiving Ring and Double Cover Detail for large (6' or greater) and receiving manholes. 2.For structures with top elevation at surface, use "Flush Structure Casting", USF 1295 Ring. 3.Brick shall be solid red (clay) brick meeting AASHTO M114 -Grade MW. 4.Red Brick or Precast Concrete Risers should not exceed four levels. 5.Manhole lid shall be Lettered with "City of Ocoee" (top), Sewer (center) and Florida (bottom). 6.Manhole lids shall have two (2) non-pentrating pick holes. 7.Where manhole lining (coating) is required, coating shall extend to ring sealing and coating ring's mortar bed. SEWER VARIES Flush Casting Mount Flush Ring Section Cover Section Ring Section 8" USF 1295 Ring 35 1/2" 7" 27" 24" Cover USF 227 Ring Red Brick or Precast Concrete Risers Manhole lining (where required) USF 45-1 Cover 25 3/4" 2" Standard Casting Mount Manhole lining (where required) 32 1/2" 24" CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT103 DETAIL NO. Standard Manhole Ring and Cover NOTES: 1.Clean-out (shown hatched) shall be installed by the builder in accordance with standard plumbing code. 2.Locate clean-outs as close to the property line as possible. 3.Invert of service lateral shall not enter sewer main below spring line. 4.The minimum terminal depth as required for house service is 3'. 5.Service Laterals shall be a minimum of 6" for non-residential scenarios. In residential areas, service laterals shall be a minimum of 4" to the right-of-way and then 6" to the sewer main. Plan View Section View Single Lateral Double Lateral Lot Line Property Line Varies Varies Clean-out (See Note 1) 45o Bend Wye With Branch Double Wye Sewer Main Size Varies Slope To Terminal Depth At 1.0% Minimum (Typ.) Spring Line Sewer Main Finished Grade Te r m i n a l D e p t h Se e N o t e 4 Rotate 30o (Typ.) (See Note 3) RL RL CL PrivatePrivate Right of Way To Home RLRL To Home CL CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT105 DETAIL NO. Service Lateral Page 46 of 414 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 1 A B C D E F G H I 2 3 4 5 6 7 8 9 10 11 12 CPH Consulting, LLC A Full Service A & E Firm Plans Prepared By: www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together C5.7 CI T Y U T I L I T Y D E T A I L NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Hose Nozzle Pumper Nozzle Facing Street Hydrant Operating Nut 6" Bedding Rock 18" Min. Above Finished Grade 24" MJ Hydrant Anchoring Tee CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 n/a UT201 DETAIL NO. Fire Hydrant Assembly Resilient Seat Gate Valve and Box (See Detail UT009) 36 " M i n . Compacted Backfill Maximum 6" Clearance Between Concrete and Bottom of Nuts/Bolt 3 ' to 5 ' Expansion Fiber Material (TYP) Concrete Sidewalk Note: 1.Hydrants shall be painted with double coat enamel paint per the following: ·Public Potable Water - Safety Yellow Pantone 13-0630TN ·Reclaimed Water - Purple Pantone 522 C ·Private Fire - Cherry Red HDC-MD-16 2.Concrete shear pad shall abut between sidewalk and curb. Where sidewalk is not present, concrete shear pad shall be approx. 7.5' x 3.5' min. 3.Concrete shall be 6" thick with fibermesh and shall be fc' of 3,000 psi minimum at 28 days. 4.Any deviation from this detail shall be made known to the City for approval. W W Standard Configuration Alternate Configuration Edge of Pavement Edge of Pavement Sidewalk Sidewalk Water/Reclaim Main Water/Reclaim Main Fire Hydrant Assembly Fire Hydrant Assembly 90° Bend NOTES: 1.Contractor shall be responsible for installing City water meter matching pipe size with meter kit and shall supply and install all materials and backflow prevention device. 2.Backflow device shall be per the City's Cross Connection Control Manual. 3.All pipes, fittings, and end valves as indicated as private shall be the responsibility of the owner. All pipes and fittings indicated as public with material not indicated shall be brass or schedule 80 PVC. From Main 9" Min. (Typ.) Flanged Curb Stop Gate Valve Backflow preventer To Structure Flanged Fitting Resilient Seat Square Nut Gate Valve (For Valve Box and Cover see Ocoee Detail UT009) City Water Meter with Meter Kit (Shall be purchased from the City) [see note 1] PrivatePublic 12 " M i n . 16 " M a x . Finished Grade CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT209b DETAIL NO. 1 1/2" and Larger Commercial/Multi-Family Meter Configuration 18" Wide x 6" Concrete slab with #4 Bar all around (2 Required) NOTES: 1.Contractor shall be responsible for installing City water meter matching pipe size with meter kit and shall supply and install all materials. 2.All pipes, fittings, and end valves as indicated as private shall be the responsibility of the owner. All pipes and fittings indicated as public with material not indicated shall be brass or schedule 80 PVC. 3.Spool piece length shall be a minimum of five times the diameter of the pipe. From Main 9" Min. (Typ.) Flanged Curb Stop To Structure Flanged Fitting Resilient Seat Square Nut Gate Valve (For Valve Box and Cover see Ocoee Detail UT009) City Water Meter with Meter Kit (Shall be purchased from the City) [see note 1] PrivatePublic 12 " M i n . 16 " M a x . Finished Grade CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT209c DETAIL NO. 1 1/2" and Larger Commercial/Multi-Family Meter Configuration (Reclaimed Water) 18" Wide x 6" Concrete slab with #4 Bar all around (2 Required) Spool piece (See Note 3) Spool Piece (See Note 3) NOTES: 1.Backflow assembly shall be owned and maintained by the property owner. 2.The City shall own and maintain the meter. 3.Utility easement size minimum shall be 10 feet by 15 feet. 4.The contractor shall contact the inspector for exact assembly length and height above the slab required for the double detector check valve assembly to be installed by contractor. All pipe, fittings, and appurtenances shall be installed by the contractor. 5.All above ground pipe shall be flanged ductile iron. 6.Double detector check valve assembly shall be in conformance with the City's Cross Connections Manual. 7.Bypass meter piping shall be brass Plan View Profile View OS & Y Gate Valves (FLG) (2 Required) Bypass Detector Meter Maintained By City 6" Concrete Slab (2500 PSI Concrete) Double Check Valve Backflow Assembly Bypass Backflow Assembly From Main To Service Pipe Support 12" Min. 16" Max. 90o Bend Flanged Joint 12" (TYP) Riser FLG X MJ 90o Bend (MJ/MJ) Restrained Joints Expansion Material to be placed between DIP and concrete slab3' Min. Cover 5' ( T Y P ) FLOW CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2020 N/A UT210 DETAIL NO. Double Detector Check Valve Assembly Isolation Valves Isolation Valves Page 47 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 SITE BENCHMARK #501 STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP (PE) 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (ST) (ST) (PE) (ST)(PE)(PE) (PE) (ST) (ST) (ST) (DNE) (ST) (PE) (PE) (ST) (ST) (ST) (ST) (F) (F) (F) DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BA N Y A N C O V E B L V D DD (ST) S49°49'02"E 3 7 0 . 0 6 ' R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L= 3 4 5 . 4 5 ' N6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S3 9 ° 5 9 ' 0 5 " E 82 . 7 0 ' R=100.00'Δ=20°16'51"L=35.40' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' N77°03'49"E10.86' POB S85°55'54"E 50.31' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W A T WAT WAT WAT FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WATW A T W A T W A T W A T E E E F W F W F W F W F W S S S S R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT W A T W A T W A T W A T W A T WAT E E E E E E S S 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 9+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S S S S SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM CL A R A C O N A - O C O E E R O A D STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) RW M 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 9+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 1 A B C D E F G H I J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.sunshine811.com 0 Graphic Scale in Feet 60 60 120 N THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED L1.1 L1.2 L1.3 L1.5 L1.4 NORTH ZONING AND FLU: PUD-COMM ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. ALERT TO CONTRACTOR: NOTES TO CONTRACTOR: 1. 24" WIDE MULCH STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS. WHERE TURF GRASS WILL BE ESTABLISHED ADJACENT TO CONCRETE CURBS / BUFFERS, EITHER A 16" OR 24" (DEPENDENT ON AVAILABILITY) WIDE SOD STRIP IS REQUIRED. 2. CONTRACTOR IS CAUTIONED THAT STORMWATER CONVEYANCES AND POND BANKS AND BOTTOM CAN BE DAMAGED IF MACHINE MOWED WHILE THESE SOILS ARE WET. ANY ASSOCIATED DAMAGES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AT NO EXPENSE TO OWNER. LANDSCAPE REQUIREMENTS TYPE LOCATION AHJ REQUIRED PROVIDED TREES ISLANDS PERIMETER SHRUBS ISLANDS PERIMETER MITIGATED GROUNDCOVER ALL 57 57 109 109 N/A N/A 50%^100%^ HEDGE HEDGE 50%^100%^ PERMANENT GRASS CHART SEEDING RATESYMBOL ACREAGE VARIETY SOD N/AARGENTINE BAHIA 1.48 +/- SOUTH ZONING AND FLU: PUD-HD WE S T Z O N I N G A N D F L U : P U D - C O M M EA S T Z O N I N G A N D F L U : P U D - C O M M SITE ZONING AND FLU: PUD-COMM PLANT LEGEND*: LANDSCAPE DATA - SEC. 6-14(2)(d) VEHICULAR USE AREA (VUA): 175,700.17 SF REQUIRED:17,570 SF (10%) PROPOSED:31,442 SF (18%) PARKING LOT TREES REQUIRED:1 TREE / 4 PARKING SPACES (50% MIN. TO BE CANOPY) TREES) 228 PARKING SPACES / 4 = 57 TREES (29 CANOPY TREES) PROPOSED:57 TREES (29 CANOPY TREES) SHRUBS / GROUND COVER MIN. 50% OF THE VUA LANDSCAPE BUFFERS ALONG PUBLIC STREETS - SEC. 6-14(2)(b) 2 CANOPY TREES / 100LF 3 UNDERSTORY TREES / 100 LF VEHICULAR USE AREA HEDGE SCREEN NORTH - 15': 774.37 LF - 42 LF (INGRESS/EGRESS) = 732.37 LF REQUIRED: 732.37 LF / 100 = 7.3 7.3 x 2 = 14.6 = 15 CANOPY TREES 7.3 x 3 = 21.9 = 22 UNDERSTORY TREES PROPOSED: 15 CANOPY TREES 22 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN EAST - 15': 640.69 LF - 111.31 (INGRESS/EGRESS) = 529.38 LF REQUIRED: 529.38 LF / 100 = 5.3 5.3 x 2 = 10.6 = 11 CANOPY TREES 5.3 x 3 = 15.9 = 16 UNDERSTORY TREES PROPOSED: 11 CANOPY TREES 16 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN SOUTH - 15': 282.82 LF REQUIRED: 282.82 LF / 100 = 2.8 2.8 x 2 = 5.6 = 6 CANOPY TREES 2.8 x 3 = 8.4 = 9 UNDERSTORY TREES PROPOSED: 6 CANOPY TREES 9 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN WEST - 15': 795.57 LF - 193.87 LF (INGRESS/EGRESS) = 601.7 LF REQUIRED: 601.7 LF / 100 = 6 6 x 2 = 12 CANOPY TREES 6 x 3 = 18 UNDERSTORY TREES PROPOSED: 12 CANOPY TREES 18 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN VEHICULAR USE AREA MAP N.T.S *REFER TO SHEET L5.0 FOR FULL PLANT LIST. REFER TO SHEETS L1.1 - L1.5 FOR SHRUB AND GROUNDCOVER LAYOUTS AND QUANTITIES. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.0 OV E R A L L L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 BAHIA 2 ^INCLUDES ALL ISLAND SHRUBS & GROUNDCOVER. (ALL ISLANDS SHALL BE SODDED OR PROVIDED WITH NATURAL GROUND COVER.) 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S SEED .14 +/-3 LBS / 1000 SFBAHIA SEED CONTRACTOR TO VERIFY QTY 1 3 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 Page 48 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN C L A R A C O N A - O C O E E R O A D SITE BENCHMARK #501 STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (ST)(P1) (PE) (PE) (ST) (T3) DD CL A R C O N A - O C O E E RO A D DD (ST) A (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FW F W F W F W E E E E E E E E E E F W S S R W M R W M R W M R W M R W M R W M W A T WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT WAT W A T E E E E E E 4+0 0 5+ 0 0 6+ 0 0 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S PROP. MONUMENT SIGN MULCH BAHIA 1 TD 53 MF 1 LJ 28 VO 189 AG 2 ND 38 IV 6 ML 8 LC 3 LI 8 MS 2 ND 6 LI 3 ND 1 AR 38 VO 14 LC 15 LC 32 LC 22 LEG 19 LEG 19 LEG MULCH 18 MS 193 EGBAHIA 62 EG BAHIA V NB NBNB NB NB WB NB WB V WB V V V 1 LJ 2 IO 2 AR 3 AR 2 AR 2 AR V WB 1 QV BAHIA BAHIA SEED POND BOTTOM ELECTRIC EASEMENT 15 MF SEED POND BOTTOM 31 LEG www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.1 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MATCH LINE A - REFER TO MATCH LINE A SHEET L1.3 MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T L 1 . 2 L1.1 L1.2 L1.3 L1.5 L1.4 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 UPDATED PARKING LOT ISLAND LAYOUTS, RELOCATED DUMPSTER AND ADDED POND 1 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 3 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 4UPDATED PARKING LOT LAYOUTS, RELOCATED FH AND REVISED POND AREAS Page 49 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP STOP STOP STOP (ST) (PE) (DNE) (ST) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F W F W F W F W F W F W F W F W F W S S S RW M RW M RW M R W M R W M RW M RW M RW M RW M RW M R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T 8+ 0 0 9+ 0 0 9+ 1 9 4+ 0 0 4+ 4 9 DECORATIVE FENCE BY OTHERS 2' MULCH STRIP (TYP.) BAHIA EXISTING GATEWAY SIGN AND LANDSCAPE BY OTHERS MULCH 18 MS 6 ZF 9 SR 3 ND 3 ND 2 ML 2 X-ED 3 ML 3 ML 1 MG 73 VO 95 VO 203 AG 17 AG 15 MS 6 MS 11 MS 6 IV 7 IV 36 IV 43 IV 38 LEG 27 LEG 103 LEG 33 LEG 14 ZF 5 SR 194 MS 103 MS 71 MS 40 MS 25 MS MULCH2' MULCH STRIP (TYP.) EB EB EB NB NB NB V V V V V V V V V V V 1 IO 13 MS 1 IO 11 MS 2 LI 2 LI 2 AR 2 IO 40 AG 2 QV 2 LI 2 AR 56 IV 2 IO 205 EG 1 MG V MULCH 2 X-ND NB 3 ND NB 3 ML NB 3 ND NB 3 ND EB SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE D - REFER TO MATCH LINE D SHEET L1.4 MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T L 1 . 3 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.2 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T L 1 . 1 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 0 --EB = EAST BUFFER TREE UPDATED PARKING LOT ISLAND LAYOUTS 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 3 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S Page 50 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) RETAIL (PE)(T2) (ST) (P2) (ST) (ST) (ST) (F) (F) (T1) (P3) W E S T B R I D G E C T . N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F W FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW F W F W F W F W F W F W F W F W F W S W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T E E E E E E E E E E 1+ 0 0 2+ 0 0 3+ 0 0 7+ 0 0 S S S S S S S S S S S S BAHIA MULCH 2' MULCH STRIP (TYP.) 92 VO2 3 IO 2 MG 1 AR 1 AR 2 QV 59 VO 12 MF 32 AG 35 AG 13 AG 15 AG 16 AG 14 AG 238 AG 22 MS 17 MS 38 IV 31 LC 55 MC 133 MC 10 ZF 10 ZF 9 SR 25 IV 104 MS 94 MS 25 MS 73 EG BAHIA WB WB WB V V V V V V V V V V V 2 LI 2 LI 2 LI 2 QV 2 IO 2 AR 1 QV 1 IO 42 AG 19 EG 2 IO 25 LC 39 MS 3 IO WB 3 LI WB 2' MULCH STRIP MULCH 4 AD 3 LEG 3 LEG 4 AD 3 LEG 3 LEG 7 LEG 7 EG RAISED PLANTER (TYP.) REFER TO ARCH. & CIVIL PLANS FOR ADDITIONAL INFORMATION. ROOT BARRIER TO BE INSTALLED FOR TREES LOCATED WITHIN 10’ OF PUBLIC SIDEWALKS OR UTILITIES (TYP.) REFER TO DETAIL, SHEET L5.1. SCREEN UTILITY STRUCTURES AND SETBACK PER CITY & UTILITY REQUIREMENTS. FIELD ADJUST PER ACCESS OPENING LOCATIONS (TYP.) SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE E - REFER TO MATCH LINE E SHEET L1.5 MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T L 1 . 4 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.3 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T L 1 . 2 MATCH LINE A - REFER TO MATCH LINE A SHEET L1.1 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 2 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 UPDATED PARKING LOT ISLAND LAYOUTS 2 3 3 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S 5 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W Page 51 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP (PE) (P1) (ST) (ST) (PE) (PE) (T1) (F) WA T WA T W A T W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT FW F W FW FW FW FW FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT F W F W FW S S S S S S S RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T S S S S S S S S S S 1+00 2+0 0 3+ 0 0 PROP. MONUMENT SIGN 2' MULCH STRIP (TYP.) BAHIA MULCH 58 MC 3 ML 3 ML 55 VO 27 AG30 AG 43 AG 27 MS 26 MS 14 IV 31 LEG 17 LEG 191 LEG 3 MC 22 ZF 176 MS 2' MULCH STRIP (TYP.) MULCH 5 AG EB V V EB V V 1 MG 1 MG 1 MG 3 IO 11 IV EB 3 ML 3 ND EB EB1 ND EB3 ND EB1 ND 7 LEG 7 EG 7 LEG 7 EG SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE D - REFER TO MATCH LINE D SHEET L1.2 MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T L 1 . 5 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.4 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T L 1 . 3 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 2 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S Page 52 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) FO FO FO FO FO S E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S WE S T B R I D G E C O U R T SITE BENCHMARK #513 STOP 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' (ST) (P3) (T3) BA N Y A N C O V E B L V D (ST1) FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W F W F W F W F W FW WAT WAT WAT WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT FW FW S S S RWM RWM E E E E E 0+ 0 0 0+00 1+00 BAHIA MULCH 3 IO 1 AR 3 IO 3 LJ 3 LJ 1 MG 1 MG 1 TD 1 TD 1 TD 126 VO 13 MS 16 MS 5 ZF MULCH SB SB SB SB SB SB SB SB SB WB WB2 AR 4 ZF 2 TD WB V 3 QV BAHIA BAHIA MULCH BAHIA SEED POND BOTTOM BAHIA SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.5 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T L 1 . 4 MATCH LINE E - REFER TO MATCH LINE E SHEET L1.3 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 ADDED RETAINING WALL & GUIDE RAIL. ADJ SHRUB QTYS 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 Page 53 of 414 ( S T ) ( S T ) F O F O WA T WAT WATFW S RWM RWM RWM RWM RWM S S S2+00 3+00 300' 300' CLARACONA-OCOEE ROAD ST O P STOP STOP S T O P (DNE ) (ST)(ST) D D CLARCONA-OCOEE ROAD D D (ST) A FO FO FO FO FO FO E 5+00 6+00 7+00 8+00 9+009+190+ 0 0 1+ 0 0 2+003+00 3+4 8 900' 900' CLARACONA-OCOEE ROAD S T O P STOP STOP (ST) D D CLARCONA-OCOEE ROAD D D A FO FO FO FO FO FO E RWMRWM RWM RWM 1+ 0 0 2+003+00 3+4 8 300' 300' PLANT LIST SYM COMMON NAME BOTANICAL NAME DESCRIPTION QTY. TREES AR RED MAPLE (N,C)ACER RUBRUM 'FLORIDA FLAME'65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.21 IO AMERICAN HOLLY (N,U)ILEX OPACA 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.28 LI CRAPE MYRTLE (U)LAGERSTROEMIA INDICA 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.24 LJ TREE LIGUSTRUM (U)LIGUSTRUM JAPONICUM 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.8 MG SOUTHERN MAGNOLIA (N,C) MAGNOLIA GRANDIFLORA 65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.9 QV SKY CLIMBER LIVE OAK (N,C) QUERCUS VIRGINIANA 'SKYCLIMBER'65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.11 ML LITTLE GEM MAGNOLIA (N,C) MAGNOLIA GRANDIFLORA 'LITTLE GEM' 65 GAL., 2.5"CAL., 8'MIN. HT., 4'SPRD.26 TD BALD CYPRESS (N,C)TAXODIUM DISTICHUM 65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.6 ND NITIDA PALM LIVISTONA NITIDA 18' C.W., DIAMOND CUT, AS SHOWN 30 SHRUBS MF SIMPSON'S STOPPER (N) MYRCIANTHES FRAGRANS 7 GAL., 36" HT., 36"O.C.80 VO SWEET VIBURNUM VIBURNUM ODORATISSIMUM 7 GAL., 36" HT., 36"O.C.475 SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) VIBURNUM OBOVATUM 'DENSA'3 GAL., FULL, 30" O.C.92 AG PERENNIAL PEANUT ARACHIS GLABRATA 'ECOTURF'1 GAL., FULL, 18" O.C.959 MS SUNSHINE MIMOSA (N)MIMOSA STRIGILLOSA 1 GAL., FULL, 18" O.C.1092 IV DWARF YAUPON HOLLY (N) ILEX VOMITORIA 'NANA'3 GAL., 12" MIN. HT., 12" SPRD., 30" O.C. 274 LC DWARF LOROPETALUM LOROPETALUM CHINENSIS 3 GAL.., 14" MIN. HT., 14" SPRD., 36" O.C. 125 LEG EVERGREEN GIANT LIRIOPE MUSCARI 'EVERGREEN GIANT' 1 GAL., FULL, 18" O.C.564 MC MUHLY GRASS (N)MUHLENBERGIA CAPILLARIS 3 GAL., 15" MIN. HT., 10" SPRD., 30" O.C. 249 ZF COONTIE (N)ZAMIA FLORIDANA 3 GAL., 14" MIN. HT., 14" SPRD., 36" O.C.71 SR SILVER SAW PALMETTO (N) SERENOA REPENS 'CINERA'3 GAL., 12" MIN. HT., 12" SPRD., 36" O.C. 23 EG BLUE MY MIND BLUE DAZE EVOLVULUS GLOMERATUS 'BLUE MY MIND' 1 GAL., FULL, 18" O.C.573 AD FOXTAIL FERN ASPARAGUS DENSIFLORUS 'MYERS'3 GAL., FULL, 24" O.C.8 TOTAL: 4,748 (42% NATIVE ) BAHIA ARGENTINE BAHIA SOD PASPALUM NOTATUM 'ARGENTINE' SOLID SOD, CONTRACTOR TO VERIFY QTY. N= NATIVE, C= CANOPY TREE, U = UNDER STORY TREE *MIN 40% OF PLANTS MUST BE NATIVE NOTE: PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GALLON SHRUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVER. ALL LANDSCAPED AREAS WILL BE 100% IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR. CONTRACTOR SHALL REPLACE ANY EXISTING SOD OR OTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN AREAS THAT ARE OUTSIDE PROPOSED LANDSCAPE AS SHOWN ON THE PLAN. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L5.0 L A N D S C A P E D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MONUMENT SIGN VISIBILITY 1" = 50' LAKEWOOD AVE. MONUMENT SIGN VISIBILITY 1" = 50' GAS STATION CANOPY VISIBILITY 1" = 100' ELEVATION SURFACE GROUND/PAVING 7' M I N . H T . 10' MINIMUM PREFERRED TREES TO BE PLANTED NO CLOSER THAN 10' IN ALL DIRECTIONS FROM ANY TRAFFIC SIGNS WHEN POSSIBLE. FOR THOSE LOCATED CLOSER THAN 10', TREES SHALL BE PRUNED TO CLEAR THE SIGN. PRUNE LIMBS COMPLETELY AROUND THE TREE TO AN ELEVATION THAT CLEARS THE SIGN. TREE SHALL APPEAR UNIFORM AFTER PRUNING. TREE PLANTING AT TYPICAL SIGN N.T.S. ALL TREES PLANTED IN LANDSCAPE ISLANDS OR ANY LANDSCAPED AREAS SHOULD BE A MINIMUM OF 5' OFF OF BACK OF CURB UNLESS ABSOLUTELY NECESSARY DUE TO UTILITY LINES/PIPES LOCATION. 5' MINIMUM (BOTH ENDS) CENTERED (TYP) TYPICAL ISLAND PLANTING 30"MIN. NOTES: INSTALL HEDGE ALONG PARKING BAYS A MINIMUM OF 30" BEHIND BACK OF CURB TO ALLOW FOR 24" VEHICULAR OVERHANG. AT TIME OF INSTALLATION, HEDGE SHALL SCREEN A MINIMUM OF 30" ABOVE FINISH GRADE OF PARKING STALLS. 24" CLEAR 30 " M I N . SC R E E N H T . TYPICAL SECTION - HEDGE INSTALLATION N.T.S. TYP. CURB 1.5" TYP. * MULCH (REFER TO LANDSCAPE NOTES FOR TYPE & DEPTH) *Maintain top of mulch at 1.5 inches below top of curb. FINISHED GRADE (REFER TO GRADING PLAN) 36"MIN. NOTES: INSTALL SHRUBS ALONG BUILDING A MINIMUM OF 36" AWAY FROM WALL OR PAVING UNLESS OTHERWISE APPROVED BY THE L.A. OF RECORD. TYPICAL SECTION - SHRUB PLANTING OFFSET AT BLDG FOUNDATION AND PAVING N.T.S. BLDG CL CENTERLINE OF SHRUB MULCH - MATERIAL AND DEPTH SPECIFIED IN LANDSCAPE NOTES TYPICAL MULCH SECTION - LANDSCAPE ISLAND N.T.S. 1.TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED IN THE PLANTING SPECIFICATION. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SECTION PLAN N.T.S. SHRUB/GROUNDCOVER PLANTING BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING 1 2 3 4 5 6 7 09/21/16 OVERALL HEIGHT CLEAR WOOD CLEAR TRUNK 3' MIN. * ALL PALMS TO HAVE CLEAR WOOD INDICATED ABOVE UNLESS OTHERWISE SPECIFIED. LEAF BASES PALM DETAIL N.T.S. DPI INSPECTION NOTES(REQUIRED) D.P.I. PALM INSPECTION NOTE: ALL PALMS SHALL HAVE A VALID AND CURRENT STATE OF FLORIDA, DIVISION OF PLANT INDUSTRY (DPI) INSPECTION CERTIFICATION PRIOR TO BEING TRANSPORTED TO THE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST BE SUBMITTED TO CPH AND A COPY OF THIS CERTIFICATION MUST BE PROVIDED TO THE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION RECORDS. DPI INSPECTION NOTES(REQUIRED) D.P.I. INSPECTION OF ALL PLANT MATERIAL: ALL TREES, SHRUBS AND SOD WILL HAVE A VALID AND CURRENT STATE OF FLORIDA, DIVISION OF PLANT INDUSTRY (DPI) INSPECTION CERTIFICATION PRIOR TO BEING TRANSPORTED TO THE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST BE SUBMITTED TO CPH AND A COPY OF THIS CERTIFICATION MUST BE PROVIDED TO THE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION RECORDS. PALM HEIGHT/TRUNK SPECIFICATIONS OVERALL HEIGHT(OA): HIGHEST POINT IN THE CANOPY MEASURED FROM THE SOIL LINE TO THE NATURAL POSITION OF THE LAST FULLY EXPANDED LEAF. UNLESS SPECIFIED DIFFERENTLY, THE TERM HEIGHT, OR HEIGHT MEASUREMENTS SPECIFIED, WILL BE CONSIDERED OVERALL HEIGHT. CLEAR TRUNK(CT): A MEASUREMENT FROM THE SOIL LINE TO A POINT IN THE CANOPY WHERE THE TRUNK CALIPER BEGINS TO TAPER ABRUPTLY. ON MANY PALMS, THIS POINT WILL LIE AT THE BASE OF THE PETIOLE OF THE THIRD OR FOURTH YOUNGEST BUT FULLY EXPANDED LEAF. CLEAR WOOD(CW): A MEASUREMENT FROM THE SOIL LINE TO THE HIGHEST POINT OF THE TRUNK FREE OF PERSISTENT LEAF BASES. ON PALMS WITH A CROWN SHAFT, THE MEASURE WILL BE FROM THE SOIL LINE TO THE BASE OF THE CROWN SHAFT. IT SHOULD BE NOTED THAT PALMS WITH VERY PERSISTENT LEAF BASES MAY NOT HAVE CLEAR WOOD. 1 1 3 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 10 / 2 9 / 2 5 4 PE R C I T Y C O M M E N T S / C P H R E V I E W 5 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W Page 54 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L5.1 L A N D S C A P E N O T E S A N D P L A N T L I S T NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 www.sunshine811.comTHIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED 1. All landscaped areas are to receive a minimum of 4" of topsoil. See 2900 specification. 2. All plant material shall be healthy, vigorous, and free of pests and disease. 3. All plant material shall be container grown or balled and burlapped as indicated in the plant list. 4. All trees shall have a straight trunk and full head and meet all requirements specified. 5. All materials are subject to the approval of the landscape architect or their designated representative before, during, and after installation. 6. All trees must be guyed or staked as shown in the details. 7. All planting areas shall be completely mulched as specified. 8. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. locations of existing buried utility lines shown on the plans are based upon best available information and are to be considered approximate. it shall be the responsibility of the contractor 1) to verify the locations of utility lines and adjacent to the work area 2) to protect of all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. which occurs as a result of the construction. 9. The contractor shall be responsible for verifying all quantities shown on these plans before pricing the work. 10. Contractor shall be responsible for delivery schedule and protection between delivery and planting per specifications to maintain healthy plant conditions. 11. The contractor shall be responsible for fully maintaining (including but not limited to: watering, spraying, mulching, fertilizing, etc.) all of the plant materials and lawn for the period of time shown in the 02900 spec. 12. Any plant material which is diseased, distressed, dead, or rejected (prior to substantial completion) shall be promptly removed from the site and replaced with material of the same species, quantity, and size and meeting all plant list specifications. 13. The contractor shall completely guarantee all plant material for a period defined in the 02900 spec. The contractor shall promptly make all replacements during the normal planting season. 14. After being dug at the nursery source, all trees in leaf shall be acclimated for two (2) weeks under a mist system prior to installation. 15. Standards set forth in "American Standard for Nursery Stock" represent guideline specifications only and shall constitute minimum quality requirements for plant material. RETAIL GENERAL NOTES: 1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar with surface and subsurface utilities. 3. Every possible safeguard shall be taken to protect building surfaces, equipment and furnishings. The Landscape Contractor shall be responsible for any damage or injury to person or property which may occur as a result of negligence in the execution of the work. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability and proper location of irrigation items and plants. 5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust tree and/or large shrub locations to avoid any such obstructions. 6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturally sound techniques. 7. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. 8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, published by the Florida Department of Agriculture and Consumer Services. 9. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. 10. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade. 11. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. The caliper measurement of tree trunks is to be according to Florida Grades and Standards for Nursery Plants. 12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 13. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shown otherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water before planting to assure proper drainage percolation is available. 14. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting and kept adequately watered until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not over watered. 15. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to restraighten and replant all plants which lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material. 16. All trees and all palms shall be guyed or staked or braced. Staking of trees and shrubs, if required, shall be done as per staking and guying detail prepared by the Landscape Architect. It shall be the responsibility of the Landscape Contractor to remove guys and stakes from the trees and job site after a period of 1 year. 17. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. 18. Sod shall be of a species specified on the drawings and originate from a commercial turf grower. It shall be a dense stand of live turf, reasonably free of weeds, well matted with grass roots in rectangles 16 inch by 24 inch or in 24 inch wide rolls in a length consistent with the equipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by the manufacturer to be bio-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopes exceeding 3:1 shall be pinned with turf staples at top corners of pieces and along top of sod roll every 2'. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, so that the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48 hours of cutting the sod. The sod shall be kept moist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEI Representative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivar provided, last mowing date, and that the sod is free of fire ants. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specifically authorized by Owner's CEI Representative. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of bidding or providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity of sod for the original bid area. 19. The Landscape Contractor shall ensure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to ensure drainage. If well drained fill is necessary to assure positive drainage, this issue shall be brought up by the Landscape Contractor at time of bidding. 20. The Landscape Contractor shall ensure that his work does not interrupt established or projected drainage patterns. 21. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with the Landscape Architect or Owner the extent of work required at time of bidding. 22. Mulch - All plant beds shall be top dressed with 4" stone mulch (refer to specifications for information). 23. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner. Replacement plants shall be of identical species and size if required. 24. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or specific phase of the job is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in general maintenance procedures. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Maintenance Period ends. GUARANTEE AND REPLACEMENT: All plant materials shall be guaranteed for 12-19 months following the substantial completion date in accordance with the Extended Maintenance / Warranty Chart included in Part 3 of the specifications and interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranteed period At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacement. All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor. 25. TOPSOIL Topsoil shall be ASTM D 5268, natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavy growth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch in diameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations. Top soil shall contain a minimum of three percent organic material. 26. UNSUITABLE SUBSOILS Locations containing unsuitable subsoil shall be treated by one or more of the following: A.Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavy equipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes, discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches with additional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organic matter into the subsoil to obtain adequate measures shall be considered as incidental, without additional cost to Owner. B.Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, concrete, graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTO classification of A6 or A7, remove debris and objectionable material. Such remedial measures shall be considered as incidental, without additional cost to Owner. C.Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 and contains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere in Specifications shall be used. Where such conditions have not been known or revealed prior to planting time and they have not been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to install proper remedial measures. D.Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraph Unsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replace excavated soil with planting soil. LANDSCAPE NOTES: SECTION N.T.S. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 1. TREE WRAP. 2.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. SMALL TREE PLANTING (14' OR LESS) 6" TY P . 12" TYP. 1 2 3 4 5 6 7 8 9 10 09/21/16 PLAN TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK Tree Frog Environmental Products® (formerly Arborguy®) RBK40pt/RBK60pt STAKING DETAIL MIXED SOIL AS SPECIFIED ARROWHEAD ANCHOR (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) 32" 2x6 BOARD W/STRAPPING TEMPORARY SAUCER FINISH GRADE EXISTING SUBSOIL Tree Frog® RBK40pt DIAGRAM 1" STAPLE GUIDES 2 PER BOARD NOTE:- FOR UP TO 4" CALIPER TREES-ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE Tree Frog® RBK40pt PLAN VIEW (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) For up to 4" Caliper Trees (2) Tree Frog EPTM 32"x2"x6" wood boards (4) 3/4"x70" strapping (1,800 lb. tensible strength) (4) Arrowhead *Anchors Tree Frog® RBK40pt SYSTEM 4" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR See page 2 for installing root ball tree staking kit with banding machine. See page 3 for installing root ball tree staking kit with ratchet. Specify Anchor 1. Biodegradable (soft or hard soil) 2. Nylon (soft soil) 3. Heavy Duty (hard soil) * Tree Frog® RBK INSTALLATION NOTES Tree Frog® RBK60pt DIAGRAM Tree Frog® RBK60pt PLAN VIEW (8X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) For up to 6" Caliper Trees (4) Tree Frop EPTM 32"x2"x6" wood boards (8) 3/4"x70" strapping (1,800 lb. tensible strength) (8) Arrowhead *Anchors Tree Frog® RBK60pt SYSTEM 6" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR (8X) 3/4" X 70" STRAPPING (1,800 LB TENSILE STRENGTH) NOTE: - FOR UP TO 6" CALIPER TREES AND FOR PALMS UNDER 20' WITH CUT LARGE ROOT BALL - ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE 1" STAPLE GUIDES 2 PER BOARD Tree Frog Environmental Products www.treefrogep.com 352-735-7411 N.T.S. "TREE FROG" TREE STAKING 09/21/16 1. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 2.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. BACKFILL WITH TOPSOIL IN ACCORDANCE WITH THE PLANTING SPECIFICATIONS. 4. TOP OF ROOT BALL MIN. 1" ABOVE FINISHED GRADE. 5. B&B OR CONTAINED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 6. PREPARE PLANTING SOIL AS SPECIFIED. 7. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 8. UNDISTURBED SUBSOIL. 9. 3" HIGH SOIL BERM TO HOLD WATER. 10. TREE WRAP. 11. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. N.T.S. TREE PLANTING ON SLOPE 12" TYP. 6" TY P . 1 2 3 11 5 6 7 8 4 10 9 09/21/16 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL. 6. TREE WRAP. 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL. 10. PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS N.T.S. MULTI-TRUNK TREE PLANTING OV E R A L L H E I G H T ( O . H . ) CL E A R T R U N K ( C . T . ) HE I G H T 12" TYP. 1 2 3 4 5 8 9 10 117 6 09/21/16 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 16. Where shown on the plans and details, planting beds are to be completely covered with a stone mulch from a local source to a minimum depth of four inches. 17. Refer to Store specifications for information needed for implementation of planting plans. 18. Weed mat is required in landscaped islands as specified. See irrigation details. 19. All plant material quantities shown are approximate. Contractor shall be responsible for complete coverage of all planting beds at spacing shown. 20. This plan is to be implemented cooperatively with SWPPP plan, as needed, to maximize the effectiveness of the SWPPP plan for this site. 21. The contractor is encouraged to complete temporary or permanent seeding or sodding in stages for soil stabilization as areas are completed after grading. 22. This plan does not present any temporary stabilization required as part of SWPPP plan. 23. If conflicts between these notes and the landscape notes, contact landscape architect. 24. No trees or bushes shall be placed on top of or in close proximity to public utilities that will impact utilities at maturity. RETAIL GENERAL NOTES (CONT): 09/21/16 PLAN N.T.S. PALM TREE PLANTING STAKING 3 PER TREE ROOTBALL AND TRUNK MULCH / TOPSOIL BACKFILL 1. MINIMUM OF NINE (9) GOOD PALM FRONDS. 2. PRUNE AND TIE FRONDS WITH HEMP TWINE. CABBAGE PALMS TO BE "HURRICANE CUT" 3. 5 LAYERS OF BURLAP TO PROTECT TRUNK. 4. FIVE 2" X 4" X 18" WOOD BATTENS. 5. SECURE BATTENS WITH 2-3/4" CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 6. ATTACH 3-2" X 4" X 8' (DRILL AND NAIL IF NECESSARY) TO BATTENS AND 2" X 4" STAKES. FLAG AT MIDPOINT AND AT BASE. 7. PROVIDE FLAGGING 8. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 9. BERM SOIL TO HOLD WATER 10. FINISH GRADE 11. 2" X 4" X 24" (MIN.) P.T. WOOD STAKES (TYP.) NAIL TO SUPPORT POLES 12. PREPARED PLANTING SOIL MIX AS SPECIFIED. COMPACT BENEATH ROOT BALL. 7. 1 2 3 4 5 6 7 8 9 10 11 12 NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 1 ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL ROOTS ROOT BARRIER ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER BETWEEN UTILITIES AND TREES.UTILITIES TREES FINISH GRADE TOP OF PANEL 12" ABOVE FINISH GRADE ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL ROOTS ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER ALONG SIDEWALKS ON PROJECT. LANDSCAPING TOP OF PANEL 12" BELOW FINISH GRADE FINISH GRADESIDEWALK SIDEWALK NOTE: TREE ROOT GUARD/BARRIER (MIN 48”) TO BE INSTALLED FOR TREES LOCATED WITHIN 10’ OF PUBLIC SIDEWALKS AND UTILITIES. UTILITIES 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S Page 55 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BA N Y A N C O V E B L V D DD A (ST1) W A T WAT WAT WAT FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WATW A T W A T W A T W A T F W F W F W F W F W R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT W A T W A T W A T W A T W A T WAT POC SIZE: 2-INCH PRESSURE: 60 PSI FLOW: 80 GPM 1 C CONTROLLER 120 VAC POWER REQUIRED 2 LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.0 OV E R A L L I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 1 A B C D E F G H I J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.sunshine811.com 0 Graphic Scale in Feet 60 60 120 N THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 NORTH ZONING AND FLU: PUD-COMM SOUTH ZONING AND FLU: PUD-HD WE S T Z O N I N G A N D F L U : P U D - C O M M EA S T Z O N I N G A N D F L U : P U D - C O M M SITE ZONING AND FLU: PUD-COMM MICAHEL L. PREVOST IA CID # 383 1 1 Page 56 of 414 STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) C L A R A C O N A - O C O E E R O A D STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' DD CL A R C O N A - O C O E E RO A D DD A (ST1) FW F W F W F W F W R W M R W M R W M R W M R W M R W M W A T WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT WAT W A T C126.1 SHRUB112" C215.5 TREE1" 112" 112" 112" 112" 112" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.1 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MATCH LINE A - REFER TO MATCH LINE A SHEET IR1.3 MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T I R 1 . 2 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 MICAHEL L. PREVOST IA CID # 383 1UPDATED TREE LOCATIONS, REVISED DUMPSTER LOCATION AND POND AREAS 2 Page 57 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) STOP STOP STOP STOP F W F W F W F W F W F W F W F W F W RW M RW M RW M R W M R W M RW M RW M RW M RW M RW M R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T C CONTROLLER 120 VAC POWER REQUIRED 2 C436.7 SHRUB112" C534.8 SHRUB112" C617.4 SHRUB1" C7 114" 2" 2" 1" 1" 112" 112" 112" 21 2" 1"1" 1" 112" 1" 112" 112" 11 4" 112" 112" 112" 2" C336.7 SHRUB112" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.4 MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T I R 1 . 3 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.2 I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T IR 1 . 1 MICAHEL L. PREVOST IA CID # 383 1 Page 58 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) FW FW F W FW F W STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) RETAIL W E S T B R I D G E C T . (ST1) F W FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW F W F W F W F W F W F W F W F W F W W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T 112" 114" 114" 2" 2" 2" 112" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE E - REFER TO MATCH LINE E SHEET IR1.5 MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T I R 1 . 4 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.3 I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T IR 1 . 2 MATCH LINE A - REFER TO MATCH LINE A SHEET IR1.1 MICAHEL L. PREVOST IA CID # 383 1 1 Page 59 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) STOP WA T WA T W A T W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT FW F W FW FW FW FW FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT F W F W FW RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T POC SIZE: 2-INCH PRESSURE: 60 PSI FLOW: 80 GPM 1 C719 TREE1" C938.7 SHRUB112" C1031.4 SHRUB112" 112" 2" 2" 112" 112" 1" 3" 212" C82.21 Planters1" 1" 1" 112" 112"112" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.2 MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T I R 1 . 5 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.4 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T IR 1 . 3 MICAHEL L. PREVOST IA CID # 383 1 1 Page 60 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) WE S T B R I D G E C O U R T STOP 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' BA N Y A N C O V E B L V D (ST1) FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W F W F W F W F W FW WAT WAT WAT WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT FW FW RWM RWM C1117.7 SHRUB1" C1210 TREE1" 1" 1" 3 4" 1" 3 4" 3 4" 3 4" 3 4" C1316 Tree1" C1441.4 Shrub112" 2" 112"112" 3 4" 1" 1" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.5 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T IR 1 . 4 MATCH LINE E - REFER TO MATCH LINE E SHEET IR1.3 MICAHEL L. PREVOST IA CID # 383 ADDED RETAINING WALL & GUIDE RAIL. ADJ. DRIP LAYOUT 1 2 Page 61 of 414 INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 60 PSI, AT A DESIGN FLOW OF 80 GPM AT THE 2-INCH IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND Drip LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS OR ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS, FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE™ PLUMBING FIXTURES AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE’S CODE OF ORDINANCES. 13. HIGH VOLUME IRRIGATION AREAS SHALL NOT EXCEED 60% OF THE TOTAL IRRIGATED AREA, IN ACCORDANCE WITH CHAPTER 175 OF THE CITY OF OCOEE CODE. SEE CALCULATIONS PROVIDED ON THIS SHEET. 14. ALL IRRIGATION ZONES SHALL BE EQUIPPED WITH APPROPRIATE FILTRATION TO PROTECT EMITTERS AND MAINTAIN CONSISTENT COVERAGE. FILTERS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. 15. ALL IRRIGATION DISTRIBUTION EQUIPMENT SHALL BE INSTALLED A MINIMUM OF FOUR (4) INCHES AWAY FROM PAVEMENT AND DESIGNED TO PREVENT WATER WASTE, INCLUDING OVER SPRAY ONTO BUILDINGS, ROADWAYS, DRIVEWAYS, OR OTHER HARDSCAPE SURFACES. 16. DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER 18. CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159. THE FACTORS IN THE TABLE BELOW WERE UTILIZED IN THE IRRIGATION SYSTEM DESIGN TO DETERMINE TAP CAPACITY REQUIREMENTS AND MAINLINE SIZE AND ARE MADE AVAILABLE TO GUIDE DECISIONS ON THE SYSTEM OPERATION BY THE CONTRACTOR. MULTIPLE ZONES WILL BE REQUIRED TO OPERATE AT THE SAME TIME UP TO A COMBINED TOTAL EQUAL TO THE MINIMUM FLOW REQUIRED AT THE POC WHEN ZONE SIZES ARE LOWER THAN THE MINIMUM FLOW REQUIRED AT THE POC. IRRIGATION SYSTEM DESIGN PARAMETERS TOTAL IRRIGATION DAYS PER WEEK 2 DAYS WATER WINDOW PER DAY 3 HRS LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. CONSTRUCTION NOTES 1 2 3 IRRIGATED AREA COMPLIANCE TABLE DESCRIPTION AREA (sqf)% of TOTAL High-Volume Irrigation Area (e.g., Spray or Turf Zones)0 0% Low-Volume Irrigation Area (Drip + Tree Rings)18,043.97 100% Total Irrigated Area 18,043.97 100% * ALL SLEEVES SHALL BE CLASS 200 PVC AND SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH, ALL CONTROL WIRE SLEEVES SHALL BE 2-INCH IRRIGATION SLEEVE LEGEND 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION WALMART SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 80 G.P.M. DYNAMIC WATER PRESSURE IS REQUIRED: 60 P.S.I. 8. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. 9. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 10. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 11. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 12. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 14. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 15. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 16. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 17. INSTALL ALL VALVE BOXES 5' MINIMUM FROM ANY CURB. WALMART - IRRIGATION NOTES: THE TOTAL ESTIMATED RECLAIMED IRRIGATION DEMAND FOR THE SITE IS 18,456 GALLONS PER WEEK, BASED ON ZONE FLOW RATES (GPM) AND WEEKLY RUNTIMES AS SHOWN IN THE VALVE SCHEDULE AND WATERING SCHEDULE. RECLAIMED WATER DEMAND www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.0 IR R I G A T I O N L E G E N D & N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 1 1 1 Page 62 of 414 PVC SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC EXHAUST HEADER TOE OF SLOPE REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND PRVCONVENTIONAL SPACING PLUS 25% ON BOTTOM 1/3 OF SLOPE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE NOTE: 1. ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE 2. INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. IN-LINE DRIP TUBING - INSTALLATION ON SLOPE N.T.S. LINE FLUSHING VALVE #XXXX COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #XXXX (BLANK TUBING MAY BE ATTACHED TO OUTLET)BRICK SUPPORTS (THREE) TEE VALVE BOX (INSTALL PER SPECS) 12" DEEP WASHED GRAVEL NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. LINE FLUSHING VALVE(W/ SHUT-OFF VALVE) N.T.S. 3/4" SCH 80 PVC NIPPLE FINISH GRADE 180 2-WAY TEE TUBING PVC TEE (SxSxT) PVC PIPING SEE SPECS SEE SPECS STARTER CONNECTION(W/ PVC RISER) N.T.S. 09/21/16 1/4" X 2" METAL STRAP NOTES: 1. 4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT. 2' X 2' X 2' VALVE ANCHOR THRUST BLOCK DETAIL N.T.S. 09/21/16 24" 12" SLEEVEINSTALLATION DETAIL N.T.S. 09/21/16 MIN.12"MIN.12" MIN.18" MIN.12" 18" 6"6" MIN. 6" DETAIL NOTES: 1. ALL P.V.C. PIPING SHALL BE SNAKED IN TRENCHES. 2. ALL WIRING TO BE INSTALLED PER LOCAL CODES. 3. ALL WIRING TO BE BUNDLED AND TAPED AT 10' INTERVALS. 4. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. PROVIDE PIPE AND WIRE SLEEVING UNDER ALL PAVED SURFACES. WIRE SHALL BE WITHIN SEPARATE 2" ELECTRICAL CHASE. P.V.C. LATERAL WIRE WITHIN CONDUIT (UFW) UNDERGROUND FEEDER WIRE MAIN SUPPLY, LATERAL, AND TUBING/WIRING MAIN SUPPLY TRENCHING DETAIL N.T.S. 09/21/16 SOIL TYPESANDLOAMCLAY STAPLE SPACING3' OC*4' OC*5' OC* STAPLE SPACING * INSTALL 2 STAPLES AT EACH ELBOW, TEE OR CROSS. 12" ROW SPACING X12" EMITTER SPACING MULCH LAYER SEE PLAN FOR TYPE & DEPTH WEED FABRICOVER DRIP TUBE ~~ PLANTING MIXSTAPLES AS REQ'D FOR DRIP TUBE & WEED FABRIC, SEE CHART ABOVE. MULCH, WEED MAT AND DRIP LINE INSTALLATION N.T.S. 09/21/16 N.T.S. GATE VALVE NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. BRICK SUPPORT (1- EA. CORNER) 12" DEEP WASHED GRAVEL 12" x 18" VALVE BOX PVC OR POLY LATERAL LINE PVC SCH 80 TOE NIPPLEPVC SCH 80 UNION REMOTE CONTROL VALVE PVC MAINLINE ADJUST EQUIPMENT TO PROVIDE 2" MINIMUM CLEAR BETWEEN FLOW STEM AND BOTTOM OF VALVE BOX LID. REMOTE CONTROL VALVE(W/ 1-1/2" PRV) N.T.S. PVC SCH 80 TOE NIPPLE N.T.S. 18 " D E P T H MAINLINE COMPACTED BACKFILL 6" THREADED ONE END SCH. 80 TOE NIPPLE EACH SIDE OF VALVE. GATE VALVE PER MAINLINE SIZE. LESS THAN 3" SIZE - BRONZE THREADED ENDS GATE VALVE WITH WHEEL HANDLE CAST IRON CYLINDRICAL VALVE BOX WITH ROUND TOP * PREFERRED, UNOBSTRUCTED MOUNTING INSTALLATION 'A'*INSTALLATION 'B'* INSTALLATION 'C' NOTE:1.MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT INPATH OF SPRINKLER SPRAY, NO MORE THAN 1000' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NOFURTHER THAN 6' FROM CONTROLLER. 2.ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FORADDITIONAL INSTALLATION REQUIREMENTS. REFER TO PLAN FORSENSOR LOCATION. MOUNTINGBRACKET ANTENNA POLE BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). MOUNTING BRACKET BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). POLE REFER TO PLAN FORSENSOR LOCATION. ANTENNA BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). POLEREFER TO PLAN FORSENSOR LOCATION. ANTENNA MOUNTING BRACKET RAIN / FREEZE SENSOR N.T.S.09/21/16 WeatherTRAK ET Pro3 STAINLESS STEEL AUTOMATICCONTROLLER ENCLOSUREASSEMBLY. SEE IRRIGATIONLEGEND FOR MAKE AND MODEL. LOW PROFILEANTENNA. WEATHERTRAK ET PRO3 SERIESCONTROLLER. SEE DRAWINGSAND SPECIFICATIONS FORADDITIONAL INFORMATION. POURED CONCRETEBASE, SLOPE TO DRAIN 3" PVC SWEEP ELL ANDCONDUIT FOR CONTROL WIRES.RAIN SENSOR WITHIN VIT RAIN SENSOR ENCLOSURE(PT# RGVRSS) PER SPEC. RAIN SENSOR WITHIN VIT RAIN SENSOR ENCLOSURE (PT# RGVRSS) PER SPEC. UNIVERSAL RADIO REMOTEINTERFACE. (TYPICAL)2" PVC SWEEP ELL AND CONDUITFOR FLOW SENSOR CABLE ANDMASTER VALVE WIRES. 1" PVC SWEEP ELL AND CONDUIT FORGROUNDING WIRE. WIRE SHALL BE ASSTRAIGHT AS POSSIBLE. GROUND CONTROLLER PER ASIC GUIDELINES. NOTE:MINIMUM CONCRETE BASE REQUIREMENTS. CONTRACTOR SHALL VERIFY NUMBER AND SIZE OF CONDUITS REQUIREDFOR EACH ENCLOSURE INSTALLATION. USE ENCLOSURE MANUFACTURER'S TEMPLATE FOR PROPER LAG BOLTPLACEMENT. PROVIDE A MINIMUM 2" OF CONCRETE FROMLAG BOLT TO OPENING IN CONCRETE BASE FOR CONDUITS. CONTROLLER TRANSFORMER GFI ON/OFF POWERSWITCH RECEPTACLE.(OPTIONAL) FLOW SENSOR CABLEAND MASTER VALVEWIRES PERSPECIFICATIONS. POURED CONCRETEBASE, SLOPE TO DRAIN FINISH GRADE. 2"BELOW TOP OFCONCRETE BASE. 3" PVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. FILL VOIDS WITHCONCRETE SLURRY MIX. 1" PVC SWEEP ELL AND CONDUIT FOR120 VAC FROM METERED POWERSUPPLY. 1" PVC SWEEP ELL ANDCONDUIT FOR 120 VAC FROMMETERED POWER SUPPLY. 2" PVC SWEEP ELL AND CONDUIT FOR FLOWSENSOR CABLE AND MASTER VALVE WIRES. 1" PVC SWEEP ELL AND CONDUIT FORGROUNDING WIRE. WIRE SHALL BE ASSTRAIGHT AS POSSIBLE. GROUNDCONTROLLER PER ASIC GUIDELINES. WEATHERTRAK ET PRO3 16" FRONT ENTRY ENCLOSURE N.T.S.09/21/16 FLOW METER / MASTER VALVE DETAIL N.T.S. MINIMUM UPSTREAM DISTANCE 10 X FLOW METER SIZE ALL MODELS OF ET CONTROLLERS 8" OF PEA GRAVEL IN VALVE BOXES RECTANGULAR VALVE BOX MASTER VALVE BLUE FLOW METER MINIMUM DOWNSTREAM DISTANCE 5 X FLOW METER SIZE WATERPROOF ELECTRICAL CONNECTORS (DO NOT USE PRE-FILLED TYPE CONNECTORS) UPSTREAM LENGTH 10" 12.5" 15" 20" 30" PIPE SIZING CHART F.M. SIZE 1" 1.25" 1.5 2" 3" BLACK WIRE HARNESS DOWNSTREAM LENGTH 5" 6.25" 7.5" 10" 15" FROM IRR METER RED BLACKWHITE NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB PLAN VIEW 3" CALIPER OR LESS PROVIDE 2 RINGS. 4" CALIPER OR GREATER PROVIDE 3 RINGS. SECTION TREE IRRIGATION ON SEPARATE ZONE FROM Drip IRRIGATION. CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. REMOTE CONTROL VALVE W/ PRV 3/4" PVC EXHAUST HEADER SEE SPECIFICATIONS FOR DRIP TUBING BUILDING WALL PER ARCH. PLANS 3/4" PVC SUPPLY HEADER POINT OF CONNECTION QUICK CONNECT VALVE AUTOMATIC LINE FLUSH VALVE 1" WATER SOURCE FOR ON-SITE IRRIGATION, SEE IRRIGATION PLAN FOR CONTINUATION. FOR NO ON-SITE IRRIGATION, SEE CIVIL PLANS FOR SOURCE. 1" WATER SOURCE TO ADDITIONAL PLANTER DRIPLINE INSTALLATION SUBGRADE RAISED PLANTERS www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.1 I R R I G A T I O N D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 Page 63 of 414 PVC SLEEVE PIPE. CLASS 200, PVC. SOLVENT WELD PVC PIPE AND FITTINGS. PVC MAIN LINE PIPE. CLASS 200, PVC. INSTALL 18" DEEP. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. IRRIGATION ISOLATION VALVE. SIZE SAME SIZE AS PIPE. MOUNT IN 19" RECTANGULAR VALVE BOX WITH 8" NDS DRAIN PIPE EXTENSION AS NEEDED. 2.5" AND SMALLER - BRONZE THREAD ON TYPE WITH WHEEL HANDLE. MATERIALS SCHEDULE IRRIGATION WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. M FF VALVE_SCHEDULE TURF IRRIGATION ZONES ARE HIGH WATER USE ZONES. Drip IRRIGATION ZONES ARE LOW WATER USE ZONES. TREE IRRIGATION ZONES ARE MEDIUM WATER USE ZONES. WATERING_SCHEDULE ALL NOZZLES AND EMITTERS ARE PRESSURE REGULATED AT THE MANUFACTURER'S RECOMMENDATIONS IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. PVC LATERAL LINE PIPE. INSTALL 12" DEEP. 3/4" AND LARGER, CLASS 200, PVC. 1/2" PIPE SIZE, CLASS 315, PVC. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. DRIP EMITTER TUBING - .9 GPHX 12" EMITTER SPACING, AND 18" ROW SPACING. PVC PIPE SUPPLY AND EXHAUST HEADERS WITH AIR RELEASE VALVES, AND AUTO FLUSH VALVES IN VALVE BOXES PER HIGH, LOW, AND END POINTS OF THE TUBING. PROVIDE A 12" POP-UP SPRAY HEAD WITH THE NOZZLE SHUT OFF AS A SYSTEM OPERATION INDICATOR. USE PVC PIPE TO, AND BETWEEN, EACH PLANTING AREA. NETAFIM UNI-TECHLINE-CNL - 1 GPH - 12" OC, OR EQUAL. IRRIGATION CONTROL VALVE. PLASTIC BODY WITH PRESSURE REGULATOR + FLOW CONTROL + VALVE ID TAG. RAINBIRD PESB-PRS VALVE SERIES, OR EQUAL. WEATHER BASED INTERNET CONNECTED PEDESTAL MOUNT CONTROLLER WITH RAIN SWITCH AND GROUNDING. HYDROPOINT MODEL #HYDROPOINT0016 HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C 1" 1"DRIP IRRIGATION VALVE, FILTER AND REGULATOR ASSEMBLY. 1.5"15-62 GPM (1.5") - RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) 5-20 GPM (1") - RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) 1 1 1 3 1 4 3 7 120 1,656 lf 7,567 lf 2,156 lf 15,208 sqf NUMBER SIZE TYPE GPM C1 1-1/2" Area for Dripline 26.1 C2 1"Tree 15.5 C3 1-1/2" Area for Dripline 36.71 C4 1-1/2" Area for Dripline 36.66 C5 1-1/2" Area for Dripline 34.82 C6 1"Area for Dripline 17.43 C7 1"Tree 19 C8 1"Area for Dripline 2.21 C9 1-1/2" Area for Dripline 38.69 C10 1-1/2" Area for Dripline 31.44 C11 1"Area for Dripline 17.75 C12 1"Tree 10 C13 1"Tree 16 C14 1-1/2" Area for Dripline 41.42 NUMBER TYPE PRECIP MIN./WEEK GAL./WEEK C1 Area for Dripline 1.44 in/h 50 1,305 C2 Tree 1.7 in/h 71 1,101 C3 Area for Dripline 1.44 in/h 50 1,835 C4 Area for Dripline 1.44 in/h 50 1,833 C5 Area for Dripline 1.44 in/h 50 1,741 C6 Area for Dripline 1.45 in/h 50 872 C7 Tree 1.7 in/h 71 1,349 C8 Area for Dripline 1.47 in/h 50 110 C9 Area for Dripline 1.44 in/h 50 1,934 C10 Area for Dripline 1.44 in/h 50 1,572 C11 Area for Dripline 1.44 in/h 50 887 C12 Tree 1.7 in/h 71 710 C13 Tree 1.7 in/h 71 1,136 C14 Area for Dripline 1.44 in/h 50 2,071 TOTALS:784 18,456 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.2 I R R I G A T I O N S C H E D U L E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 12 2 Page 64 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.1 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Page 65 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.2 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 NB 6:00AM. - 7:00PM. SB 6:00AM. - 7:00PM. ALL LANE CLOSURES, MOBILE OPERATIONS AND TRAFFIC PACING OPERATIONS SHALL BE ENTERED INTO THE LANE CLOSURE INFORMATION SYSTEM (LCIS) BY THE RESPECTIVE CONTRACTOR OR PERMITTEE. EACH REQUEST WILL BE REVIEWED BY THE APPROPRIATE DEPARTMENT PERSONNEL FOR COMPLIANCE WITH CONTRACT OR PERMIT REQUIREMENTS AND COORDINATION WITH ADJACENT PROJECTS OR WORK ACTIVITIES. THE LANE CLOSURE REQUEST SHALL BE SUBMITTED TO THE DEPARTMENT A MINIMUM OF 2 WEEKS PRIOR (48 HOURS FOR UTILITY PERMITS) TO THE PROPOSED CLOSURE DATE AND MUST BE APPROVED BY THE DEPARTMENT BEFORE WORK REQUIRING THE CLOSURE MAY BEGIN WITHIN THE FDOT RIGHT OF WAY. Page 66 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.3 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Page 67 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.4 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Page 68 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.5 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Page 69 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies MOT.6 MA I N T E N A N C E O F T R A F F I C NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Page 70 of 414 STOP (ST) S49°49'02"E 370.06' R = 1 3 8 5 . 1 8 ' 1 5 8 159 1 5 9 15 8 1 5 8 1 5 8 159.13 158.63 158.84 158.34 158.72 158.22 158.79 158.29 158.07 157.57 158.01 157.51 157.71 157.21 158.18 157.68 158.51 158.01 158.19 157.69 158.05 157.55 157.66 157.16 158.50 158.00 157.95 157.45 157.48 157.52 157.50 157.50 158.85 158.35 157.50 157.00 158.96 158.46 157.72 157.22 157.9± M.E. 157.6± M.E. 157.20 156.70 158.7± M.E. 159.2± M.E. 159.2± M.E. 158.5± M.E. 159 158 CONST. 5' WIDE CONCRETE SIDEWALK PER FDOT STANDARD PLANS 12" WHITE WITH BLACK BORDER CONTRAST PER FDOT STANDARD PLANS 24" WHITE WITH BLACK BORDER CONSTRAST PER FDOT STANDARD PLANS TYPE "F" CURB AND GUTTER PER FDOT STANDARD PLANS TYPE "F" CURB AND GUTTER PER FDOT STANDARD PLANS 2' WIDE WHITE STOP BAR WITH BLACK BORDER CONTRAST PER FDOT STANDARDS PLANS SOLID DOUBLE YELLOW LINE WITH BLACK BORDER CONTRAST PER FDOT STANDARD PLANS CONST. 5' WIDE CONCRETE SIDEWALK PER FDOT STANDARD PLANS 2' DROP CURB PER FDOT STANDARD PLANS 20'X20' SITE TRIANGLE 20'X20' SITE TRIANGLE A A PROPOSED MONUMENT SIGN WITH FUEL READERS www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature must be verified on any electronic copies R1.0 FD O T D R I V E W A Y & S I D E W A L K C O N N E C T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 06/2025 M. LOMELI D. COLLAZO J. LOCKHART W131430 JO S H U A D . L O C K H A R T FL . P E . N O . 7 4 0 1 1 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 LEGEND RIGHT OF WAY LINE HEAVY DUTY CONCRETE PAVEMENT AT FDOT DRIVEWAY CONNECTION REF. FDOT TYPICAL SECTIONS ON-SITE ASPHALT PAVEMENT REF. GENERAL DETAILS CONCRETE SIDEWALK PER FDOT (TYP) NOTE: CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL PER FDOT STANDARD PLANS. N 0 Graphic Scale in Feet 10 10 20 DRIVEWAY / SIDEWALK CONNECTION PLAN SCALE: 1" = 10' (24" X 36") 1" = 20' (11" X 17") Page 71 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T SITE BENCHMARK #503 SITE BENCHMARK #506 SITE BENCHMARK #508 SITE BENCHMARK #513 SITE BENCHMARK #501 STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP (PE) 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL (ST) (ST) (PE) (ST)(PE)(PE) (PE) (ST) (ST) (ST) (DNE) (ST) (PE) (PE) (ST) (ST) (ST) (ST) (F) (F) (F) DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BA N Y A N C O V E B L V D DD (ST) S49°49'02"E 3 7 0 . 0 6 ' R = 1 3 8 5 . 1 8 ' Δ = 1 4 ° 1 7 ' 2 1 " L= 3 4 5 . 4 5 ' N6 0 ° 1 5 ' 5 6 " W 1 6 5 . 7 0 ' S3 9 ° 5 9 ' 0 5 " E 82 . 7 0 ' R=100.00'Δ=20°16'51"L=35.40' S 2 0 ° 4 9 ' 0 4 " E 4 7 . 9 9 ' N77°03'49"E10.86' POB S85°55'54"E 50.31' S2 2 ° 2 7 ' 3 0 " W 14 6 . 6 8 ' R= 1 0 0 0 . 0 0 ' Δ= 2 5 ° 3 9 ' 4 7 " L= 4 4 7 . 9 0 ' N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' A (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W A T WAT WAT WAT FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WATW A T W A T W A T W A T E E E F W F W F W F W F W S S S S R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT W A T W A T W A T W A T W A T WAT E E E E E E S S 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 9+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S S S S SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM CL A R A C O N A - O C O E E R O A D STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) RW M 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 9+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 1 A B C D E F G H I J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.sunshine811.com 0 Graphic Scale in Feet 60 60 120 N THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED L1.1 L1.2 L1.3 L1.5 L1.4 NORTH ZONING AND FLU: PUD-COMM ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. ALERT TO CONTRACTOR: NOTES TO CONTRACTOR: 1. 24" WIDE MULCH STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS/BUFFERS. WHERE TURF GRASS WILL BE ESTABLISHED ADJACENT TO CONCRETE CURBS / BUFFERS, EITHER A 16" OR 24" (DEPENDENT ON AVAILABILITY) WIDE SOD STRIP IS REQUIRED. 2. CONTRACTOR IS CAUTIONED THAT STORMWATER CONVEYANCES AND POND BANKS AND BOTTOM CAN BE DAMAGED IF MACHINE MOWED WHILE THESE SOILS ARE WET. ANY ASSOCIATED DAMAGES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AT NO EXPENSE TO OWNER. LANDSCAPE REQUIREMENTS TYPE LOCATION AHJ REQUIRED PROVIDED TREES ISLANDS PERIMETER SHRUBS ISLANDS PERIMETER MITIGATED GROUNDCOVER ALL 57 57 109 109 N/A N/A 50%^100%^ HEDGE HEDGE 50%^100%^ PERMANENT GRASS CHART SEEDING RATESYMBOL ACREAGE VARIETY SOD N/AARGENTINE BAHIA 1.48 +/- SOUTH ZONING AND FLU: PUD-HD WE S T Z O N I N G A N D F L U : P U D - C O M M EA S T Z O N I N G A N D F L U : P U D - C O M M SITE ZONING AND FLU: PUD-COMM PLANT LEGEND*: LANDSCAPE DATA - SEC. 6-14(2)(d) VEHICULAR USE AREA (VUA): 175,700.17 SF REQUIRED:17,570 SF (10%) PROPOSED:31,442 SF (18%) PARKING LOT TREES REQUIRED:1 TREE / 4 PARKING SPACES (50% MIN. TO BE CANOPY) TREES) 228 PARKING SPACES / 4 = 57 TREES (29 CANOPY TREES) PROPOSED:57 TREES (29 CANOPY TREES) SHRUBS / GROUND COVER MIN. 50% OF THE VUA LANDSCAPE BUFFERS ALONG PUBLIC STREETS - SEC. 6-14(2)(b) 2 CANOPY TREES / 100LF 3 UNDERSTORY TREES / 100 LF VEHICULAR USE AREA HEDGE SCREEN NORTH - 15': 774.37 LF - 42 LF (INGRESS/EGRESS) = 732.37 LF REQUIRED: 732.37 LF / 100 = 7.3 7.3 x 2 = 14.6 = 15 CANOPY TREES 7.3 x 3 = 21.9 = 22 UNDERSTORY TREES PROPOSED: 15 CANOPY TREES 22 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN EAST - 15': 640.69 LF - 111.31 (INGRESS/EGRESS) = 529.38 LF REQUIRED: 529.38 LF / 100 = 5.3 5.3 x 2 = 10.6 = 11 CANOPY TREES 5.3 x 3 = 15.9 = 16 UNDERSTORY TREES PROPOSED: 11 CANOPY TREES 16 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN SOUTH - 15': 282.82 LF REQUIRED: 282.82 LF / 100 = 2.8 2.8 x 2 = 5.6 = 6 CANOPY TREES 2.8 x 3 = 8.4 = 9 UNDERSTORY TREES PROPOSED: 6 CANOPY TREES 9 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN WEST - 15': 795.57 LF - 193.87 LF (INGRESS/EGRESS) = 601.7 LF REQUIRED: 601.7 LF / 100 = 6 6 x 2 = 12 CANOPY TREES 6 x 3 = 18 UNDERSTORY TREES PROPOSED: 12 CANOPY TREES 18 UNDERSTORY TREES VEHICULAR USE AREA HEDGE SCREEN VEHICULAR USE AREA MAP N.T.S *REFER TO SHEET L5.0 FOR FULL PLANT LIST. REFER TO SHEETS L1.1 - L1.5 FOR SHRUB AND GROUNDCOVER LAYOUTS AND QUANTITIES. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.0 OV E R A L L L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 BAHIA 2 ^INCLUDES ALL ISLAND SHRUBS & GROUNDCOVER. (ALL ISLANDS SHALL BE SODDED OR PROVIDED WITH NATURAL GROUND COVER.) 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S SEED .14 +/-3 LBS / 1000 SFBAHIA SEED CONTRACTOR TO VERIFY QTY 1 3 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 Page 72 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN C L A R A C O N A - O C O E E R O A D SITE BENCHMARK #501 STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' (ST)(P1) (PE) (PE) (ST) (T3) DD CL A R C O N A - O C O E E RO A D DD (ST) A (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FW F W F W F W E E E E E E E E E E F W S S R W M R W M R W M R W M R W M R W M W A T WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT WAT W A T E E E E E E 4+0 0 5+ 0 0 6+ 0 0 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S PROP. MONUMENT SIGN MULCH BAHIA 1 TD 53 MF 1 LJ 28 VO 189 AG 2 ND 38 IV 6 ML 8 LC 3 LI 8 MS 2 ND 6 LI 3 ND 1 AR 38 VO 14 LC 15 LC 32 LC 22 LEG 19 LEG 19 LEG MULCH 18 MS 193 EGBAHIA 62 EG BAHIA V NB NBNB NB NB WB NB WB V WB V V V 1 LJ 2 IO 2 AR 3 AR 2 AR 2 AR V WB 1 QV BAHIA BAHIA SEED POND BOTTOM ELECTRIC EASEMENT 15 MF SEED POND BOTTOM 31 LEG www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.1 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MATCH LINE A - REFER TO MATCH LINE A SHEET L1.3 MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T L 1 . 2 L1.1 L1.2 L1.3 L1.5 L1.4 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 UPDATED PARKING LOT ISLAND LAYOUTS, RELOCATED DUMPSTER AND ADDED POND 1 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 3 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 4UPDATED PARKING LOT LAYOUTS, RELOCATED FH AND REVISED POND AREAS Page 73 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP STOP STOP STOP (ST) (PE) (DNE) (ST) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F W F W F W F W F W F W F W F W F W S S S RW M RW M RW M R W M R W M RW M RW M RW M RW M RW M R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T 8+ 0 0 9+ 0 0 9+ 1 9 4+ 0 0 4+ 4 9 DECORATIVE FENCE BY OTHERS 2' MULCH STRIP (TYP.) BAHIA EXISTING GATEWAY SIGN AND LANDSCAPE BY OTHERS MULCH 18 MS 6 ZF 9 SR 3 ND 3 ND 2 ML 2 X-ED 3 ML 3 ML 1 MG 73 VO 95 VO 203 AG 17 AG 15 MS 6 MS 11 MS 6 IV 7 IV 36 IV 43 IV 38 LEG 27 LEG 103 LEG 33 LEG 14 ZF 5 SR 194 MS 103 MS 71 MS 40 MS 25 MS MULCH2' MULCH STRIP (TYP.) EB EB EB NB NB NB V V V V V V V V V V V 1 IO 13 MS 1 IO 11 MS 2 LI 2 LI 2 AR 2 IO 40 AG 2 QV 2 LI 2 AR 56 IV 2 IO 205 EG 1 MG V MULCH 2 X-ND NB 3 ND NB 3 ML NB 3 ND NB 3 ND EB SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE D - REFER TO MATCH LINE D SHEET L1.4 MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T L 1 . 3 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.2 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T L 1 . 1 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 0 --EB = EAST BUFFER TREE UPDATED PARKING LOT ISLAND LAYOUTS 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 3 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S Page 74 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) RETAIL (PE)(T2) (ST) (P2) (ST) (ST) (ST) (F) (F) (T1) (P3) W E S T B R I D G E C T . N 0 0 ° 5 3 ' 0 6 " W 7 9 5 . 6 1 ' (ST1) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F W FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW F W F W F W F W F W F W F W F W F W S W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T E E E E E E E E E E 1+ 0 0 2+ 0 0 3+ 0 0 7+ 0 0 S S S S S S S S S S S S BAHIA MULCH 2' MULCH STRIP (TYP.) 92 VO2 3 IO 2 MG 1 AR 1 AR 2 QV 59 VO 12 MF 32 AG 35 AG 13 AG 15 AG 16 AG 14 AG 238 AG 22 MS 17 MS 38 IV 31 LC 55 MC 133 MC 10 ZF 10 ZF 9 SR 25 IV 104 MS 94 MS 25 MS 73 EG BAHIA WB WB WB V V V V V V V V V V V 2 LI 2 LI 2 LI 2 QV 2 IO 2 AR 1 QV 1 IO 42 AG 19 EG 2 IO 25 LC 39 MS 3 IO WB 3 LI WB 2' MULCH STRIP MULCH 4 AD 3 LEG 3 LEG 4 AD 3 LEG 3 LEG 7 LEG 7 EG RAISED PLANTER (TYP.) REFER TO ARCH. & CIVIL PLANS FOR ADDITIONAL INFORMATION. ROOT BARRIER TO BE INSTALLED FOR TREES LOCATED WITHIN 10’ OF PUBLIC SIDEWALKS OR UTILITIES (TYP.) REFER TO DETAIL, SHEET L5.1. SCREEN UTILITY STRUCTURES AND SETBACK PER CITY & UTILITY REQUIREMENTS. FIELD ADJUST PER ACCESS OPENING LOCATIONS (TYP.) SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE E - REFER TO MATCH LINE E SHEET L1.5 MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T L 1 . 4 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.3 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T L 1 . 2 MATCH LINE A - REFER TO MATCH LINE A SHEET L1.1 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 2 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 UPDATED PARKING LOT ISLAND LAYOUTS 2 3 3 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S 5 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W Page 75 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 STOP (PE) (P1) (ST) (ST) (PE) (PE) (T1) (F) WA T WA T W A T W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT FW F W FW FW FW FW FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT F W F W FW S S S S S S S RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T S S S S S S S S S S 1+00 2+0 0 3+ 0 0 PROP. MONUMENT SIGN 2' MULCH STRIP (TYP.) BAHIA MULCH 58 MC 3 ML 3 ML 55 VO 27 AG30 AG 43 AG 27 MS 26 MS 14 IV 31 LEG 17 LEG 191 LEG 3 MC 22 ZF 176 MS 2' MULCH STRIP (TYP.) MULCH 5 AG EB V V EB V V 1 MG 1 MG 1 MG 3 IO 11 IV EB 3 ML 3 ND EB EB1 ND EB3 ND EB1 ND 7 LEG 7 EG 7 LEG 7 EG SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN MATCH LINE D - REFER TO MATCH LINE D SHEET L1.2 MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T L 1 . 5 L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.4 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T L 1 . 3 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 2 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S Page 76 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) FO FO FO FO FO S E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 09+ 1 9 0+00 1+00 2+0 0 3+ 0 0 4+ 0 0 4+ 4 9 0+0 0 1 + 0 0 2+ 0 0 3+ 0 0 3 + 4 8 S WE S T B R I D G E C O U R T SITE BENCHMARK #513 STOP 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' (ST) (P3) (T3) BA N Y A N C O V E B L V D (ST1) FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W F W F W F W F W FW WAT WAT WAT WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT FW FW S S S RWM RWM E E E E E 0+ 0 0 0+00 1+00 BAHIA MULCH 3 IO 1 AR 3 IO 3 LJ 3 LJ 1 MG 1 MG 1 TD 1 TD 1 TD 126 VO 13 MS 16 MS 5 ZF MULCH SB SB SB SB SB SB SB SB SB WB WB2 AR 4 ZF 2 TD WB V 3 QV BAHIA BAHIA MULCH BAHIA SEED POND BOTTOM BAHIA SYM COMMON NAME TREES AR RED MAPLE (N,C) IO AMERICAN HOLLY (N,U) LI CRAPE MYRTLE (U) LJ TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS MF SIMPSON'S STOPPER (N) VO SWEET VIBURNUM SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) AG PERENNIAL PEANUT MS SUNSHINE MIMOSA (N) IV DWARF YAUPON HOLLY (N) LC DWARF LOROPETALUM LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE AD FOXTAIL FERN L1.1 L1.2 L1.3 L1.5 L1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L1.5 L A N D S C A P E P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T L 1 . 4 MATCH LINE E - REFER TO MATCH LINE E SHEET L1.3 *REFER TO SHEET L5.0 FOR FULL PLANT LIST PLANT LEGEND*: 1 ADDED RETAINING WALL & GUIDE RAIL. ADJ SHRUB QTYS 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 4 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S 0 --EB = EAST BUFFER TREE TREE DESIGNATION LEGEND: REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. 0 --NB = NORTH BUFFER TREE 0 --SB = SOUTH BUFFER TREE 0 --WB = WEST BUFFER TREE 0 --V = VUA TREE 4 Page 77 of 414 ( S T ) ( S T ) F O F O WA T WAT WATFW S RWM RWM RWM RWM RWM S S S2+00 3+00 300' 300' CLARACONA-OCOEE ROAD ST O P STOP STOP S T O P (DNE ) (ST)(ST) D D CLARCONA-OCOEE ROAD D D (ST) A FO FO FO FO FO FO E 5+00 6+00 7+00 8+00 9+009+190+ 0 0 1+ 0 0 2+003+00 3+4 8 900' 900' CLARACONA-OCOEE ROAD S T O P STOP STOP (ST) D D CLARCONA-OCOEE ROAD D D A FO FO FO FO FO FO E RWMRWM RWM RWM 1+ 0 0 2+003+00 3+4 8 300' 300' PLANT LIST SYM COMMON NAME BOTANICAL NAME DESCRIPTION QTY. TREES AR RED MAPLE (N,C)ACER RUBRUM 'FLORIDA FLAME'65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.21 IO AMERICAN HOLLY (N,U)ILEX OPACA 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.28 LI CRAPE MYRTLE (U)LAGERSTROEMIA INDICA 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.24 LJ TREE LIGUSTRUM (U)LIGUSTRUM JAPONICUM 30 GAL., 2"CAL., 8'MIN. HT., 3'SPRD.8 MG SOUTHERN MAGNOLIA (N,C) MAGNOLIA GRANDIFLORA 65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.9 QV SKY CLIMBER LIVE OAK (N,C) QUERCUS VIRGINIANA 'SKYCLIMBER'65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.11 ML LITTLE GEM MAGNOLIA (N,C) MAGNOLIA GRANDIFLORA 'LITTLE GEM' 65 GAL., 2.5"CAL., 8'MIN. HT., 4'SPRD.26 TD BALD CYPRESS (N,C)TAXODIUM DISTICHUM 65 GAL., 3"CAL., 10'MIN. HT., 5'SPRD.6 ND NITIDA PALM LIVISTONA NITIDA 18' C.W., DIAMOND CUT, AS SHOWN 30 SHRUBS MF SIMPSON'S STOPPER (N) MYRCIANTHES FRAGRANS 7 GAL., 36" HT., 36"O.C.80 VO SWEET VIBURNUM VIBURNUM ODORATISSIMUM 7 GAL., 36" HT., 36"O.C.475 SHRUB / GROUNDCOVER VO2 DWARF WALTER'S VIBURNUM (N) VIBURNUM OBOVATUM 'DENSA'3 GAL., FULL, 30" O.C.92 AG PERENNIAL PEANUT ARACHIS GLABRATA 'ECOTURF'1 GAL., FULL, 18" O.C.959 MS SUNSHINE MIMOSA (N)MIMOSA STRIGILLOSA 1 GAL., FULL, 18" O.C.1092 IV DWARF YAUPON HOLLY (N) ILEX VOMITORIA 'NANA'3 GAL., 12" MIN. HT., 12" SPRD., 30" O.C. 274 LC DWARF LOROPETALUM LOROPETALUM CHINENSIS 3 GAL.., 14" MIN. HT., 14" SPRD., 36" O.C. 125 LEG EVERGREEN GIANT LIRIOPE MUSCARI 'EVERGREEN GIANT' 1 GAL., FULL, 18" O.C.564 MC MUHLY GRASS (N)MUHLENBERGIA CAPILLARIS 3 GAL., 15" MIN. HT., 10" SPRD., 30" O.C. 249 ZF COONTIE (N)ZAMIA FLORIDANA 3 GAL., 14" MIN. HT., 14" SPRD., 36" O.C.71 SR SILVER SAW PALMETTO (N) SERENOA REPENS 'CINERA'3 GAL., 12" MIN. HT., 12" SPRD., 36" O.C. 23 EG BLUE MY MIND BLUE DAZE EVOLVULUS GLOMERATUS 'BLUE MY MIND' 1 GAL., FULL, 18" O.C.573 AD FOXTAIL FERN ASPARAGUS DENSIFLORUS 'MYERS'3 GAL., FULL, 24" O.C.8 TOTAL: 4,748 (42% NATIVE ) BAHIA ARGENTINE BAHIA SOD PASPALUM NOTATUM 'ARGENTINE' SOLID SOD, CONTRACTOR TO VERIFY QTY. N= NATIVE, C= CANOPY TREE, U = UNDER STORY TREE *MIN 40% OF PLANTS MUST BE NATIVE NOTE: PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GALLON SHRUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVER. ALL LANDSCAPED AREAS WILL BE 100% IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR. CONTRACTOR SHALL REPLACE ANY EXISTING SOD OR OTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN AREAS THAT ARE OUTSIDE PROPOSED LANDSCAPE AS SHOWN ON THE PLAN. www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L5.0 L A N D S C A P E D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MONUMENT SIGN VISIBILITY 1" = 50' LAKEWOOD AVE. MONUMENT SIGN VISIBILITY 1" = 50' GAS STATION CANOPY VISIBILITY 1" = 100' ELEVATION SURFACE GROUND/PAVING 7' M I N . H T . 10' MINIMUM PREFERRED TREES TO BE PLANTED NO CLOSER THAN 10' IN ALL DIRECTIONS FROM ANY TRAFFIC SIGNS WHEN POSSIBLE. FOR THOSE LOCATED CLOSER THAN 10', TREES SHALL BE PRUNED TO CLEAR THE SIGN. PRUNE LIMBS COMPLETELY AROUND THE TREE TO AN ELEVATION THAT CLEARS THE SIGN. TREE SHALL APPEAR UNIFORM AFTER PRUNING. TREE PLANTING AT TYPICAL SIGN N.T.S. ALL TREES PLANTED IN LANDSCAPE ISLANDS OR ANY LANDSCAPED AREAS SHOULD BE A MINIMUM OF 5' OFF OF BACK OF CURB UNLESS ABSOLUTELY NECESSARY DUE TO UTILITY LINES/PIPES LOCATION. 5' MINIMUM (BOTH ENDS) CENTERED (TYP) TYPICAL ISLAND PLANTING 30"MIN. NOTES: INSTALL HEDGE ALONG PARKING BAYS A MINIMUM OF 30" BEHIND BACK OF CURB TO ALLOW FOR 24" VEHICULAR OVERHANG. AT TIME OF INSTALLATION, HEDGE SHALL SCREEN A MINIMUM OF 30" ABOVE FINISH GRADE OF PARKING STALLS. 24" CLEAR 30 " M I N . SC R E E N H T . TYPICAL SECTION - HEDGE INSTALLATION N.T.S. TYP. CURB 1.5" TYP. * MULCH (REFER TO LANDSCAPE NOTES FOR TYPE & DEPTH) *Maintain top of mulch at 1.5 inches below top of curb. FINISHED GRADE (REFER TO GRADING PLAN) 36"MIN. NOTES: INSTALL SHRUBS ALONG BUILDING A MINIMUM OF 36" AWAY FROM WALL OR PAVING UNLESS OTHERWISE APPROVED BY THE L.A. OF RECORD. TYPICAL SECTION - SHRUB PLANTING OFFSET AT BLDG FOUNDATION AND PAVING N.T.S. BLDG CL CENTERLINE OF SHRUB MULCH - MATERIAL AND DEPTH SPECIFIED IN LANDSCAPE NOTES TYPICAL MULCH SECTION - LANDSCAPE ISLAND N.T.S. 1.TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED IN THE PLANTING SPECIFICATION. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SECTION PLAN N.T.S. SHRUB/GROUNDCOVER PLANTING BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING 1 2 3 4 5 6 7 09/21/16 OVERALL HEIGHT CLEAR WOOD CLEAR TRUNK 3' MIN. * ALL PALMS TO HAVE CLEAR WOOD INDICATED ABOVE UNLESS OTHERWISE SPECIFIED. LEAF BASES PALM DETAIL N.T.S. DPI INSPECTION NOTES(REQUIRED) D.P.I. PALM INSPECTION NOTE: ALL PALMS SHALL HAVE A VALID AND CURRENT STATE OF FLORIDA, DIVISION OF PLANT INDUSTRY (DPI) INSPECTION CERTIFICATION PRIOR TO BEING TRANSPORTED TO THE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST BE SUBMITTED TO CPH AND A COPY OF THIS CERTIFICATION MUST BE PROVIDED TO THE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION RECORDS. DPI INSPECTION NOTES(REQUIRED) D.P.I. INSPECTION OF ALL PLANT MATERIAL: ALL TREES, SHRUBS AND SOD WILL HAVE A VALID AND CURRENT STATE OF FLORIDA, DIVISION OF PLANT INDUSTRY (DPI) INSPECTION CERTIFICATION PRIOR TO BEING TRANSPORTED TO THE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST BE SUBMITTED TO CPH AND A COPY OF THIS CERTIFICATION MUST BE PROVIDED TO THE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION RECORDS. PALM HEIGHT/TRUNK SPECIFICATIONS OVERALL HEIGHT(OA): HIGHEST POINT IN THE CANOPY MEASURED FROM THE SOIL LINE TO THE NATURAL POSITION OF THE LAST FULLY EXPANDED LEAF. UNLESS SPECIFIED DIFFERENTLY, THE TERM HEIGHT, OR HEIGHT MEASUREMENTS SPECIFIED, WILL BE CONSIDERED OVERALL HEIGHT. CLEAR TRUNK(CT): A MEASUREMENT FROM THE SOIL LINE TO A POINT IN THE CANOPY WHERE THE TRUNK CALIPER BEGINS TO TAPER ABRUPTLY. ON MANY PALMS, THIS POINT WILL LIE AT THE BASE OF THE PETIOLE OF THE THIRD OR FOURTH YOUNGEST BUT FULLY EXPANDED LEAF. CLEAR WOOD(CW): A MEASUREMENT FROM THE SOIL LINE TO THE HIGHEST POINT OF THE TRUNK FREE OF PERSISTENT LEAF BASES. ON PALMS WITH A CROWN SHAFT, THE MEASURE WILL BE FROM THE SOIL LINE TO THE BASE OF THE CROWN SHAFT. IT SHOULD BE NOTED THAT PALMS WITH VERY PERSISTENT LEAF BASES MAY NOT HAVE CLEAR WOOD. 1 1 3 6/ 6 / 2 5 P E R C I T Y C O M M E N T S 2 10 / 0 3 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 3 3 10 / 2 9 / 2 5 4 PE R C I T Y C O M M E N T S / C P H R E V I E W 5 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W Page 78 of 414 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 2/ 2 4 / 2 5 PE R C I T Y C O M M E N T S L5.1 L A N D S C A P E N O T E S A N D P L A N T L I S T NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 08/2024 M. AGUIAR M. AGUIAR G. PUGH W131430 www.sunshine811.comTHIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED 1. All landscaped areas are to receive a minimum of 4" of topsoil. See 2900 specification. 2. All plant material shall be healthy, vigorous, and free of pests and disease. 3. All plant material shall be container grown or balled and burlapped as indicated in the plant list. 4. All trees shall have a straight trunk and full head and meet all requirements specified. 5. All materials are subject to the approval of the landscape architect or their designated representative before, during, and after installation. 6. All trees must be guyed or staked as shown in the details. 7. All planting areas shall be completely mulched as specified. 8. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. locations of existing buried utility lines shown on the plans are based upon best available information and are to be considered approximate. it shall be the responsibility of the contractor 1) to verify the locations of utility lines and adjacent to the work area 2) to protect of all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. which occurs as a result of the construction. 9. The contractor shall be responsible for verifying all quantities shown on these plans before pricing the work. 10. Contractor shall be responsible for delivery schedule and protection between delivery and planting per specifications to maintain healthy plant conditions. 11. The contractor shall be responsible for fully maintaining (including but not limited to: watering, spraying, mulching, fertilizing, etc.) all of the plant materials and lawn for the period of time shown in the 02900 spec. 12. Any plant material which is diseased, distressed, dead, or rejected (prior to substantial completion) shall be promptly removed from the site and replaced with material of the same species, quantity, and size and meeting all plant list specifications. 13. The contractor shall completely guarantee all plant material for a period defined in the 02900 spec. The contractor shall promptly make all replacements during the normal planting season. 14. After being dug at the nursery source, all trees in leaf shall be acclimated for two (2) weeks under a mist system prior to installation. 15. Standards set forth in "American Standard for Nursery Stock" represent guideline specifications only and shall constitute minimum quality requirements for plant material. RETAIL GENERAL NOTES: 1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar with surface and subsurface utilities. 3. Every possible safeguard shall be taken to protect building surfaces, equipment and furnishings. The Landscape Contractor shall be responsible for any damage or injury to person or property which may occur as a result of negligence in the execution of the work. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability and proper location of irrigation items and plants. 5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust tree and/or large shrub locations to avoid any such obstructions. 6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturally sound techniques. 7. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. 8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, published by the Florida Department of Agriculture and Consumer Services. 9. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. 10. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade. 11. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. The caliper measurement of tree trunks is to be according to Florida Grades and Standards for Nursery Plants. 12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 13. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shown otherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water before planting to assure proper drainage percolation is available. 14. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting and kept adequately watered until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not over watered. 15. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to restraighten and replant all plants which lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material. 16. All trees and all palms shall be guyed or staked or braced. Staking of trees and shrubs, if required, shall be done as per staking and guying detail prepared by the Landscape Architect. It shall be the responsibility of the Landscape Contractor to remove guys and stakes from the trees and job site after a period of 1 year. 17. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. 18. Sod shall be of a species specified on the drawings and originate from a commercial turf grower. It shall be a dense stand of live turf, reasonably free of weeds, well matted with grass roots in rectangles 16 inch by 24 inch or in 24 inch wide rolls in a length consistent with the equipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by the manufacturer to be bio-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopes exceeding 3:1 shall be pinned with turf staples at top corners of pieces and along top of sod roll every 2'. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, so that the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48 hours of cutting the sod. The sod shall be kept moist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEI Representative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivar provided, last mowing date, and that the sod is free of fire ants. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specifically authorized by Owner's CEI Representative. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of bidding or providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity of sod for the original bid area. 19. The Landscape Contractor shall ensure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to ensure drainage. If well drained fill is necessary to assure positive drainage, this issue shall be brought up by the Landscape Contractor at time of bidding. 20. The Landscape Contractor shall ensure that his work does not interrupt established or projected drainage patterns. 21. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with the Landscape Architect or Owner the extent of work required at time of bidding. 22. Mulch - All plant beds shall be top dressed with 4" stone mulch (refer to specifications for information). 23. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner. Replacement plants shall be of identical species and size if required. 24. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or specific phase of the job is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in general maintenance procedures. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Maintenance Period ends. GUARANTEE AND REPLACEMENT: All plant materials shall be guaranteed for 12-19 months following the substantial completion date in accordance with the Extended Maintenance / Warranty Chart included in Part 3 of the specifications and interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranteed period At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacement. All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor. 25. TOPSOIL Topsoil shall be ASTM D 5268, natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavy growth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch in diameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations. Top soil shall contain a minimum of three percent organic material. 26. UNSUITABLE SUBSOILS Locations containing unsuitable subsoil shall be treated by one or more of the following: A.Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavy equipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes, discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches with additional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organic matter into the subsoil to obtain adequate measures shall be considered as incidental, without additional cost to Owner. B.Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, concrete, graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTO classification of A6 or A7, remove debris and objectionable material. Such remedial measures shall be considered as incidental, without additional cost to Owner. C.Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 and contains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere in Specifications shall be used. Where such conditions have not been known or revealed prior to planting time and they have not been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to install proper remedial measures. D.Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraph Unsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replace excavated soil with planting soil. LANDSCAPE NOTES: SECTION N.T.S. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 1. TREE WRAP. 2.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. SMALL TREE PLANTING (14' OR LESS) 6" TY P . 12" TYP. 1 2 3 4 5 6 7 8 9 10 09/21/16 PLAN TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK Tree Frog Environmental Products® (formerly Arborguy®) RBK40pt/RBK60pt STAKING DETAIL MIXED SOIL AS SPECIFIED ARROWHEAD ANCHOR (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) 32" 2x6 BOARD W/STRAPPING TEMPORARY SAUCER FINISH GRADE EXISTING SUBSOIL Tree Frog® RBK40pt DIAGRAM 1" STAPLE GUIDES 2 PER BOARD NOTE:- FOR UP TO 4" CALIPER TREES-ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE Tree Frog® RBK40pt PLAN VIEW (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) For up to 4" Caliper Trees (2) Tree Frog EPTM 32"x2"x6" wood boards (4) 3/4"x70" strapping (1,800 lb. tensible strength) (4) Arrowhead *Anchors Tree Frog® RBK40pt SYSTEM 4" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR See page 2 for installing root ball tree staking kit with banding machine. See page 3 for installing root ball tree staking kit with ratchet. Specify Anchor 1. Biodegradable (soft or hard soil) 2. Nylon (soft soil) 3. Heavy Duty (hard soil) * Tree Frog® RBK INSTALLATION NOTES Tree Frog® RBK60pt DIAGRAM Tree Frog® RBK60pt PLAN VIEW (8X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) For up to 6" Caliper Trees (4) Tree Frop EPTM 32"x2"x6" wood boards (8) 3/4"x70" strapping (1,800 lb. tensible strength) (8) Arrowhead *Anchors Tree Frog® RBK60pt SYSTEM 6" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR (8X) 3/4" X 70" STRAPPING (1,800 LB TENSILE STRENGTH) NOTE: - FOR UP TO 6" CALIPER TREES AND FOR PALMS UNDER 20' WITH CUT LARGE ROOT BALL - ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE 1" STAPLE GUIDES 2 PER BOARD Tree Frog Environmental Products www.treefrogep.com 352-735-7411 N.T.S. "TREE FROG" TREE STAKING 09/21/16 1. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 2.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. BACKFILL WITH TOPSOIL IN ACCORDANCE WITH THE PLANTING SPECIFICATIONS. 4. TOP OF ROOT BALL MIN. 1" ABOVE FINISHED GRADE. 5. B&B OR CONTAINED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 6. PREPARE PLANTING SOIL AS SPECIFIED. 7. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 8. UNDISTURBED SUBSOIL. 9. 3" HIGH SOIL BERM TO HOLD WATER. 10. TREE WRAP. 11. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. N.T.S. TREE PLANTING ON SLOPE 12" TYP. 6" TY P . 1 2 3 11 5 6 7 8 4 10 9 09/21/16 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL. 6. TREE WRAP. 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL. 10. PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS N.T.S. MULTI-TRUNK TREE PLANTING OV E R A L L H E I G H T ( O . H . ) CL E A R T R U N K ( C . T . ) HE I G H T 12" TYP. 1 2 3 4 5 8 9 10 117 6 09/21/16 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 16. Where shown on the plans and details, planting beds are to be completely covered with a stone mulch from a local source to a minimum depth of four inches. 17. Refer to Store specifications for information needed for implementation of planting plans. 18. Weed mat is required in landscaped islands as specified. See irrigation details. 19. All plant material quantities shown are approximate. Contractor shall be responsible for complete coverage of all planting beds at spacing shown. 20. This plan is to be implemented cooperatively with SWPPP plan, as needed, to maximize the effectiveness of the SWPPP plan for this site. 21. The contractor is encouraged to complete temporary or permanent seeding or sodding in stages for soil stabilization as areas are completed after grading. 22. This plan does not present any temporary stabilization required as part of SWPPP plan. 23. If conflicts between these notes and the landscape notes, contact landscape architect. 24. No trees or bushes shall be placed on top of or in close proximity to public utilities that will impact utilities at maturity. RETAIL GENERAL NOTES (CONT): 09/21/16 PLAN N.T.S. PALM TREE PLANTING STAKING 3 PER TREE ROOTBALL AND TRUNK MULCH / TOPSOIL BACKFILL 1. MINIMUM OF NINE (9) GOOD PALM FRONDS. 2. PRUNE AND TIE FRONDS WITH HEMP TWINE. CABBAGE PALMS TO BE "HURRICANE CUT" 3. 5 LAYERS OF BURLAP TO PROTECT TRUNK. 4. FIVE 2" X 4" X 18" WOOD BATTENS. 5. SECURE BATTENS WITH 2-3/4" CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 6. ATTACH 3-2" X 4" X 8' (DRILL AND NAIL IF NECESSARY) TO BATTENS AND 2" X 4" STAKES. FLAG AT MIDPOINT AND AT BASE. 7. PROVIDE FLAGGING 8. 4" MULCH. REFER TO LANDSCAPE NOTES FOR TYPE. 9. BERM SOIL TO HOLD WATER 10. FINISH GRADE 11. 2" X 4" X 24" (MIN.) P.T. WOOD STAKES (TYP.) NAIL TO SUPPORT POLES 12. PREPARED PLANTING SOIL MIX AS SPECIFIED. COMPACT BENEATH ROOT BALL. 7. 1 2 3 4 5 6 7 8 9 10 11 12 NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 1 ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL ROOTS ROOT BARRIER ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER BETWEEN UTILITIES AND TREES.UTILITIES TREES FINISH GRADE TOP OF PANEL 12" ABOVE FINISH GRADE ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL ROOTS ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER ALONG SIDEWALKS ON PROJECT. LANDSCAPING TOP OF PANEL 12" BELOW FINISH GRADE FINISH GRADESIDEWALK SIDEWALK NOTE: TREE ROOT GUARD/BARRIER (MIN 48”) TO BE INSTALLED FOR TREES LOCATED WITHIN 10’ OF PUBLIC SIDEWALKS AND UTILITIES. UTILITIES 2 6/ 6 / 2 5 P E R C I T Y C O M M E N T S Page 79 of 414 C L A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BA N Y A N C O V E B L V D DD A (ST1) W A T WAT WAT WAT FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WATW A T W A T W A T W A T F W F W F W F W F W R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT W A T W A T W A T W A T W A T WAT POC SIZE: 2-INCH PRESSURE: 60 PSI FLOW: 80 GPM 1 C CONTROLLER 120 VAC POWER REQUIRED 2 LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.0 OV E R A L L I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 1 A B C D E F G H I J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.sunshine811.com 0 Graphic Scale in Feet 60 60 120 N THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 NORTH ZONING AND FLU: PUD-COMM SOUTH ZONING AND FLU: PUD-HD WE S T Z O N I N G A N D F L U : P U D - C O M M EA S T Z O N I N G A N D F L U : P U D - C O M M SITE ZONING AND FLU: PUD-COMM MICAHEL L. PREVOST IA CID # 383 1 1 Page 80 of 414 STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) C L A R A C O N A - O C O E E R O A D STOP STOP FUEL KIOSK 1,618 S.F. F.F.E. = 159.50' DD CL A R C O N A - O C O E E RO A D DD A (ST1) FW F W F W F W F W R W M R W M R W M R W M R W M R W M W A T WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT WAT WAT W A T C126.1 SHRUB112" C215.5 TREE1" 112" 112" 112" 112" 112" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.1 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MATCH LINE A - REFER TO MATCH LINE A SHEET IR1.3 MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T I R 1 . 2 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 MICAHEL L. PREVOST IA CID # 383 1UPDATED TREE LOCATIONS, REVISED DUMPSTER LOCATION AND POND AREAS 2 Page 81 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) STOP STOP STOP STOP F W F W F W F W F W F W F W F W F W RW M RW M RW M R W M R W M RW M RW M RW M RW M RW M R W M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T C CONTROLLER 120 VAC POWER REQUIRED 2 C436.7 SHRUB112" C534.8 SHRUB112" C617.4 SHRUB1" C7 114" 2" 2" 1" 1" 112" 112" 112" 21 2" 1"1" 1" 112" 1" 112" 112" 11 4" 112" 112" 112" 2" C336.7 SHRUB112" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.4 MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T I R 1 . 3 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.2 I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E B - R E F E R T O M A T C H L I N E B S H E E T IR 1 . 1 MICAHEL L. PREVOST IA CID # 383 1 Page 82 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) FW FW F W FW F W STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) RETAIL W E S T B R I D G E C T . (ST1) F W FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW F W F W F W F W F W F W F W F W F W W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T 112" 114" 114" 2" 2" 2" 112" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE E - REFER TO MATCH LINE E SHEET IR1.5 MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T I R 1 . 4 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.3 I R R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E C - R E F E R T O M A T C H L I N E C S H E E T IR 1 . 2 MATCH LINE A - REFER TO MATCH LINE A SHEET IR1.1 MICAHEL L. PREVOST IA CID # 383 1 1 Page 83 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) STOP WA T WA T W A T W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT FW F W FW FW FW FW FW FW FW FW FW F W WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT F W F W FW RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M RW M W A T W A T W A T W A T W A T W A T W A T POC SIZE: 2-INCH PRESSURE: 60 PSI FLOW: 80 GPM 1 C719 TREE1" C938.7 SHRUB112" C1031.4 SHRUB112" 112" 2" 2" 112" 112" 1" 3" 212" C82.21 Planters1" 1" 1" 112" 112"112" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.2 MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T I R 1 . 5 IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.4 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E F - R E F E R T O M A T C H L I N E F S H E E T IR 1 . 3 MICAHEL L. PREVOST IA CID # 383 1 1 Page 84 of 414 CL A R A C O N A - O C O E E R O A D WE S T B R I D G E C O U R T STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP 45,603± S.F. (GROC) 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' FUEL KIOSK1,618 S.F.F.F.E. = 159.50' RETAIL DD WE S T B R I D G E C T . CL A R C O N A - O C O E E RO A D BAN Y A N C O V E B L V D DD A (ST1) (ST1) (ST1) WE S T B R I D G E C O U R T STOP 2,982 S.F. (LIQUOR) 212 SPACES 6.71 ACRES± F.F.E. 158.50' BA N Y A N C O V E B L V D (ST1) FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W F W F W F W F W FW WAT WAT WAT WAT WAT WAT WAT WAT WAT W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T W A T WAT FW FW RWM RWM C1117.7 SHRUB1" C1210 TREE1" 1" 1" 3 4" 1" 3 4" 3 4" 3 4" 3 4" C1316 Tree1" C1441.4 Shrub112" 2" 112"112" 3 4" 1" 1" 1" LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) IR1.1 IR1.2 IR1.3 IR1.5 IR1.4 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR1.5 IR R I G A T I O N P L A N NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 0 Graphic Scale in Feet 20 20 40 N 1 A 2 3 4 5 6 B C D www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' MA T C H L I N E G - R E F E R T O M A T C H L I N E G S H E E T IR 1 . 4 MATCH LINE E - REFER TO MATCH LINE E SHEET IR1.3 MICAHEL L. PREVOST IA CID # 383 ADDED RETAINING WALL & GUIDE RAIL. ADJ. DRIP LAYOUT 1 2 Page 85 of 414 INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 60 PSI, AT A DESIGN FLOW OF 80 GPM AT THE 2-INCH IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND Drip LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS OR ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS, FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE™ PLUMBING FIXTURES AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE’S CODE OF ORDINANCES. 13. HIGH VOLUME IRRIGATION AREAS SHALL NOT EXCEED 60% OF THE TOTAL IRRIGATED AREA, IN ACCORDANCE WITH CHAPTER 175 OF THE CITY OF OCOEE CODE. SEE CALCULATIONS PROVIDED ON THIS SHEET. 14. ALL IRRIGATION ZONES SHALL BE EQUIPPED WITH APPROPRIATE FILTRATION TO PROTECT EMITTERS AND MAINTAIN CONSISTENT COVERAGE. FILTERS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. 15. ALL IRRIGATION DISTRIBUTION EQUIPMENT SHALL BE INSTALLED A MINIMUM OF FOUR (4) INCHES AWAY FROM PAVEMENT AND DESIGNED TO PREVENT WATER WASTE, INCLUDING OVER SPRAY ONTO BUILDINGS, ROADWAYS, DRIVEWAYS, OR OTHER HARDSCAPE SURFACES. 16. DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER 18. CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159. THE FACTORS IN THE TABLE BELOW WERE UTILIZED IN THE IRRIGATION SYSTEM DESIGN TO DETERMINE TAP CAPACITY REQUIREMENTS AND MAINLINE SIZE AND ARE MADE AVAILABLE TO GUIDE DECISIONS ON THE SYSTEM OPERATION BY THE CONTRACTOR. MULTIPLE ZONES WILL BE REQUIRED TO OPERATE AT THE SAME TIME UP TO A COMBINED TOTAL EQUAL TO THE MINIMUM FLOW REQUIRED AT THE POC WHEN ZONE SIZES ARE LOWER THAN THE MINIMUM FLOW REQUIRED AT THE POC. IRRIGATION SYSTEM DESIGN PARAMETERS TOTAL IRRIGATION DAYS PER WEEK 2 DAYS WATER WINDOW PER DAY 3 HRS LATERAL PIPE TO DRIP IN-LINE TUBING: 1-INCH SIZE UNLESS OTHERWISE INDICATED IRRIGATION LEGEND IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES.M UNCONNECTED PIPE CROSSING A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf MAINLINE PIPE: 2-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. ISOLATION GATE VALVE ASSEMBLY:MATCO 514 INLINE DRIP TUBING:NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0016 - 18 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: 2" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. F PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. F LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. CLASS 200 PVC CLASS 200 PVC RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) 5-20 GPM (1") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) POINT-OF-CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. CONSTRUCTION NOTES 1 2 3 IRRIGATED AREA COMPLIANCE TABLE DESCRIPTION AREA (sqf)% of TOTAL High-Volume Irrigation Area (e.g., Spray or Turf Zones)0 0% Low-Volume Irrigation Area (Drip + Tree Rings)18,043.97 100% Total Irrigated Area 18,043.97 100% * ALL SLEEVES SHALL BE CLASS 200 PVC AND SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH, ALL CONTROL WIRE SLEEVES SHALL BE 2-INCH IRRIGATION SLEEVE LEGEND 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION WALMART SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 80 G.P.M. DYNAMIC WATER PRESSURE IS REQUIRED: 60 P.S.I. 8. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. 9. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 10. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 11. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 12. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 14. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 15. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 16. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 17. INSTALL ALL VALVE BOXES 5' MINIMUM FROM ANY CURB. WALMART - IRRIGATION NOTES: THE TOTAL ESTIMATED RECLAIMED IRRIGATION DEMAND FOR THE SITE IS 18,456 GALLONS PER WEEK, BASED ON ZONE FLOW RATES (GPM) AND WEEKLY RUNTIMES AS SHOWN IN THE VALVE SCHEDULE AND WATERING SCHEDULE. RECLAIMED WATER DEMAND www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.0 IR R I G A T I O N L E G E N D & N O T E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 1 1 1 Page 86 of 414 PVC SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC EXHAUST HEADER TOE OF SLOPE REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND PRVCONVENTIONAL SPACING PLUS 25% ON BOTTOM 1/3 OF SLOPE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE NOTE: 1. ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE 2. INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. IN-LINE DRIP TUBING - INSTALLATION ON SLOPE N.T.S. LINE FLUSHING VALVE #XXXX COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #XXXX (BLANK TUBING MAY BE ATTACHED TO OUTLET)BRICK SUPPORTS (THREE) TEE VALVE BOX (INSTALL PER SPECS) 12" DEEP WASHED GRAVEL NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. LINE FLUSHING VALVE(W/ SHUT-OFF VALVE) N.T.S. 3/4" SCH 80 PVC NIPPLE FINISH GRADE 180 2-WAY TEE TUBING PVC TEE (SxSxT) PVC PIPING SEE SPECS SEE SPECS STARTER CONNECTION(W/ PVC RISER) N.T.S. 09/21/16 1/4" X 2" METAL STRAP NOTES: 1. 4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT. 2' X 2' X 2' VALVE ANCHOR THRUST BLOCK DETAIL N.T.S. 09/21/16 24" 12" SLEEVEINSTALLATION DETAIL N.T.S. 09/21/16 MIN.12"MIN.12" MIN.18" MIN.12" 18" 6"6" MIN. 6" DETAIL NOTES: 1. ALL P.V.C. PIPING SHALL BE SNAKED IN TRENCHES. 2. ALL WIRING TO BE INSTALLED PER LOCAL CODES. 3. ALL WIRING TO BE BUNDLED AND TAPED AT 10' INTERVALS. 4. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. PROVIDE PIPE AND WIRE SLEEVING UNDER ALL PAVED SURFACES. WIRE SHALL BE WITHIN SEPARATE 2" ELECTRICAL CHASE. P.V.C. LATERAL WIRE WITHIN CONDUIT (UFW) UNDERGROUND FEEDER WIRE MAIN SUPPLY, LATERAL, AND TUBING/WIRING MAIN SUPPLY TRENCHING DETAIL N.T.S. 09/21/16 SOIL TYPESANDLOAMCLAY STAPLE SPACING3' OC*4' OC*5' OC* STAPLE SPACING * INSTALL 2 STAPLES AT EACH ELBOW, TEE OR CROSS. 12" ROW SPACING X12" EMITTER SPACING MULCH LAYER SEE PLAN FOR TYPE & DEPTH WEED FABRICOVER DRIP TUBE ~~ PLANTING MIXSTAPLES AS REQ'D FOR DRIP TUBE & WEED FABRIC, SEE CHART ABOVE. MULCH, WEED MAT AND DRIP LINE INSTALLATION N.T.S. 09/21/16 N.T.S. GATE VALVE NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB. BRICK SUPPORT (1- EA. CORNER) 12" DEEP WASHED GRAVEL 12" x 18" VALVE BOX PVC OR POLY LATERAL LINE PVC SCH 80 TOE NIPPLEPVC SCH 80 UNION REMOTE CONTROL VALVE PVC MAINLINE ADJUST EQUIPMENT TO PROVIDE 2" MINIMUM CLEAR BETWEEN FLOW STEM AND BOTTOM OF VALVE BOX LID. REMOTE CONTROL VALVE(W/ 1-1/2" PRV) N.T.S. PVC SCH 80 TOE NIPPLE N.T.S. 18 " D E P T H MAINLINE COMPACTED BACKFILL 6" THREADED ONE END SCH. 80 TOE NIPPLE EACH SIDE OF VALVE. GATE VALVE PER MAINLINE SIZE. LESS THAN 3" SIZE - BRONZE THREADED ENDS GATE VALVE WITH WHEEL HANDLE CAST IRON CYLINDRICAL VALVE BOX WITH ROUND TOP * PREFERRED, UNOBSTRUCTED MOUNTING INSTALLATION 'A'*INSTALLATION 'B'* INSTALLATION 'C' NOTE:1.MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT INPATH OF SPRINKLER SPRAY, NO MORE THAN 1000' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NOFURTHER THAN 6' FROM CONTROLLER. 2.ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FORADDITIONAL INSTALLATION REQUIREMENTS. REFER TO PLAN FORSENSOR LOCATION. MOUNTINGBRACKET ANTENNA POLE BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). MOUNTING BRACKET BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). POLE REFER TO PLAN FORSENSOR LOCATION. ANTENNA BAND/HOSE CLAMP OR STRAP.U-BOLT OR SPLIT-CLAMP MAYALSO BE USED. (NOTINCLUDED). POLEREFER TO PLAN FORSENSOR LOCATION. ANTENNA MOUNTING BRACKET RAIN / FREEZE SENSOR N.T.S.09/21/16 WeatherTRAK ET Pro3 STAINLESS STEEL AUTOMATICCONTROLLER ENCLOSUREASSEMBLY. SEE IRRIGATIONLEGEND FOR MAKE AND MODEL. LOW PROFILEANTENNA. WEATHERTRAK ET PRO3 SERIESCONTROLLER. SEE DRAWINGSAND SPECIFICATIONS FORADDITIONAL INFORMATION. POURED CONCRETEBASE, SLOPE TO DRAIN 3" PVC SWEEP ELL ANDCONDUIT FOR CONTROL WIRES.RAIN SENSOR WITHIN VIT RAIN SENSOR ENCLOSURE(PT# RGVRSS) PER SPEC. RAIN SENSOR WITHIN VIT RAIN SENSOR ENCLOSURE (PT# RGVRSS) PER SPEC. UNIVERSAL RADIO REMOTEINTERFACE. (TYPICAL)2" PVC SWEEP ELL AND CONDUITFOR FLOW SENSOR CABLE ANDMASTER VALVE WIRES. 1" PVC SWEEP ELL AND CONDUIT FORGROUNDING WIRE. WIRE SHALL BE ASSTRAIGHT AS POSSIBLE. GROUND CONTROLLER PER ASIC GUIDELINES. NOTE:MINIMUM CONCRETE BASE REQUIREMENTS. CONTRACTOR SHALL VERIFY NUMBER AND SIZE OF CONDUITS REQUIREDFOR EACH ENCLOSURE INSTALLATION. USE ENCLOSURE MANUFACTURER'S TEMPLATE FOR PROPER LAG BOLTPLACEMENT. PROVIDE A MINIMUM 2" OF CONCRETE FROMLAG BOLT TO OPENING IN CONCRETE BASE FOR CONDUITS. CONTROLLER TRANSFORMER GFI ON/OFF POWERSWITCH RECEPTACLE.(OPTIONAL) FLOW SENSOR CABLEAND MASTER VALVEWIRES PERSPECIFICATIONS. POURED CONCRETEBASE, SLOPE TO DRAIN FINISH GRADE. 2"BELOW TOP OFCONCRETE BASE. 3" PVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. FILL VOIDS WITHCONCRETE SLURRY MIX. 1" PVC SWEEP ELL AND CONDUIT FOR120 VAC FROM METERED POWERSUPPLY. 1" PVC SWEEP ELL ANDCONDUIT FOR 120 VAC FROMMETERED POWER SUPPLY. 2" PVC SWEEP ELL AND CONDUIT FOR FLOWSENSOR CABLE AND MASTER VALVE WIRES. 1" PVC SWEEP ELL AND CONDUIT FORGROUNDING WIRE. WIRE SHALL BE ASSTRAIGHT AS POSSIBLE. GROUNDCONTROLLER PER ASIC GUIDELINES. WEATHERTRAK ET PRO3 16" FRONT ENTRY ENCLOSURE N.T.S.09/21/16 FLOW METER / MASTER VALVE DETAIL N.T.S. MINIMUM UPSTREAM DISTANCE 10 X FLOW METER SIZE ALL MODELS OF ET CONTROLLERS 8" OF PEA GRAVEL IN VALVE BOXES RECTANGULAR VALVE BOX MASTER VALVE BLUE FLOW METER MINIMUM DOWNSTREAM DISTANCE 5 X FLOW METER SIZE WATERPROOF ELECTRICAL CONNECTORS (DO NOT USE PRE-FILLED TYPE CONNECTORS) UPSTREAM LENGTH 10" 12.5" 15" 20" 30" PIPE SIZING CHART F.M. SIZE 1" 1.25" 1.5 2" 3" BLACK WIRE HARNESS DOWNSTREAM LENGTH 5" 6.25" 7.5" 10" 15" FROM IRR METER RED BLACKWHITE NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB PLAN VIEW 3" CALIPER OR LESS PROVIDE 2 RINGS. 4" CALIPER OR GREATER PROVIDE 3 RINGS. SECTION TREE IRRIGATION ON SEPARATE ZONE FROM Drip IRRIGATION. CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. REMOTE CONTROL VALVE W/ PRV 3/4" PVC EXHAUST HEADER SEE SPECIFICATIONS FOR DRIP TUBING BUILDING WALL PER ARCH. PLANS 3/4" PVC SUPPLY HEADER POINT OF CONNECTION QUICK CONNECT VALVE AUTOMATIC LINE FLUSH VALVE 1" WATER SOURCE FOR ON-SITE IRRIGATION, SEE IRRIGATION PLAN FOR CONTINUATION. FOR NO ON-SITE IRRIGATION, SEE CIVIL PLANS FOR SOURCE. 1" WATER SOURCE TO ADDITIONAL PLANTER DRIPLINE INSTALLATION SUBGRADE RAISED PLANTERS www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.1 I R R I G A T I O N D E T A I L S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 Page 87 of 414 PVC SLEEVE PIPE. CLASS 200, PVC. SOLVENT WELD PVC PIPE AND FITTINGS. PVC MAIN LINE PIPE. CLASS 200, PVC. INSTALL 18" DEEP. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. IRRIGATION ISOLATION VALVE. SIZE SAME SIZE AS PIPE. MOUNT IN 19" RECTANGULAR VALVE BOX WITH 8" NDS DRAIN PIPE EXTENSION AS NEEDED. 2.5" AND SMALLER - BRONZE THREAD ON TYPE WITH WHEEL HANDLE. MATERIALS SCHEDULE IRRIGATION WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0029 PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0038 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. M FF VALVE_SCHEDULE TURF IRRIGATION ZONES ARE HIGH WATER USE ZONES. Drip IRRIGATION ZONES ARE LOW WATER USE ZONES. TREE IRRIGATION ZONES ARE MEDIUM WATER USE ZONES. WATERING_SCHEDULE ALL NOZZLES AND EMITTERS ARE PRESSURE REGULATED AT THE MANUFACTURER'S RECOMMENDATIONS IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING RINGS ON ORNAMENTAL TREES (3" CALIPER OR LESS) PROVIDE THREE (3) RINGS ON CANOPY TREES (4" CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. PVC LATERAL LINE PIPE. INSTALL 12" DEEP. 3/4" AND LARGER, CLASS 200, PVC. 1/2" PIPE SIZE, CLASS 315, PVC. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. DRIP EMITTER TUBING - .9 GPHX 12" EMITTER SPACING, AND 18" ROW SPACING. PVC PIPE SUPPLY AND EXHAUST HEADERS WITH AIR RELEASE VALVES, AND AUTO FLUSH VALVES IN VALVE BOXES PER HIGH, LOW, AND END POINTS OF THE TUBING. PROVIDE A 12" POP-UP SPRAY HEAD WITH THE NOZZLE SHUT OFF AS A SYSTEM OPERATION INDICATOR. USE PVC PIPE TO, AND BETWEEN, EACH PLANTING AREA. NETAFIM UNI-TECHLINE-CNL - 1 GPH - 12" OC, OR EQUAL. IRRIGATION CONTROL VALVE. PLASTIC BODY WITH PRESSURE REGULATOR + FLOW CONTROL + VALVE ID TAG. RAINBIRD PESB-PRS VALVE SERIES, OR EQUAL. WEATHER BASED INTERNET CONNECTED PEDESTAL MOUNT CONTROLLER WITH RAIN SWITCH AND GROUNDING. HYDROPOINT MODEL #HYDROPOINT0016 HYDROPOINT RAIN SWITCH #HYDROPOINT0042 C 1" 1"DRIP IRRIGATION VALVE, FILTER AND REGULATOR ASSEMBLY. 1.5"15-62 GPM (1.5") - RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) 5-20 GPM (1") - RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) 1 1 1 3 1 4 3 7 120 1,656 lf 7,567 lf 2,156 lf 15,208 sqf NUMBER SIZE TYPE GPM C1 1-1/2" Area for Dripline 26.1 C2 1"Tree 15.5 C3 1-1/2" Area for Dripline 36.71 C4 1-1/2" Area for Dripline 36.66 C5 1-1/2" Area for Dripline 34.82 C6 1"Area for Dripline 17.43 C7 1"Tree 19 C8 1"Area for Dripline 2.21 C9 1-1/2" Area for Dripline 38.69 C10 1-1/2" Area for Dripline 31.44 C11 1"Area for Dripline 17.75 C12 1"Tree 10 C13 1"Tree 16 C14 1-1/2" Area for Dripline 41.42 NUMBER TYPE PRECIP MIN./WEEK GAL./WEEK C1 Area for Dripline 1.44 in/h 50 1,305 C2 Tree 1.7 in/h 71 1,101 C3 Area for Dripline 1.44 in/h 50 1,835 C4 Area for Dripline 1.44 in/h 50 1,833 C5 Area for Dripline 1.44 in/h 50 1,741 C6 Area for Dripline 1.45 in/h 50 872 C7 Tree 1.7 in/h 71 1,349 C8 Area for Dripline 1.47 in/h 50 110 C9 Area for Dripline 1.44 in/h 50 1,934 C10 Area for Dripline 1.44 in/h 50 1,572 C11 Area for Dripline 1.44 in/h 50 887 C12 Tree 1.7 in/h 71 710 C13 Tree 1.7 in/h 71 1,136 C14 Area for Dripline 1.44 in/h 50 2,071 TOTALS:784 18,456 www.cphcorp.com 1234567 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C 2025 Drawn: Designed: Checked: Job No.: Date: Da t e No . Re v i s i o n Building Better Communities Together CPH, LLC A Full Service A & E Firm Plans Prepared By: This item has been digitally signed and sealed by Galen J. Pugh, RLA on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D e c 2 3 , 2 0 2 5 LA 0 0 0 1 5 2 2 Ga l e n J . P u g h , R L A ST A T E OF FLOR I D A REGISTERE D L A N DSCAPE A R C H I T ECT LA 0 0 0 1 5 2 2 GAL E N J . P U G H 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 IR5.2 I R R I G A T I O N S C H E D U L E S NE W G R O C E R Y A N D F U E L S T A T I O N CI T Y O F O C O E E , F L O R I D A 12/12/2025 HINES HINES HINES W131430 10 / 2 9 / 2 5 P E R C I T Y C O M M E N T S / C P H R E V I E W 12 / 2 3 / 2 5 P E R C I T Y C O M M E N T S / I N T E R N A L R E V I E W www.sunshine811.com THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED MICAHEL L. PREVOST IA CID # 383 12 2 Page 88 of 414 MEDIUM GRAY P135 DARK GRAY P49 TRUE BLUE P218 WHITEBARKALUMINUM BRAKE CLADDING AND AUTOMATIC DOORS CLEAR ANODIZED FINISH PRE-FINISHED METAL PF13 BONE WHITE B1Exterior Elevations09/16/25 Ocoee Village Center, FL ENTRY SIDE ELEVATION (WEST)SIDE ELEVATION (WEST) REAR ELEVATION (NORTH) SIDE ELEVATION (EAST) FRONT ELEVATION (SOUTH) ENTRY SIDE ELEVATION (EAST) Page 89 of 414 B2Overall View at Front09/16/25 Ocoee Village Center, FL Page 90 of 414 B3View from Street09/16/25 Ocoee Village Center, FL Page 91 of 414 B4View from Parking Lot09/16/25 Ocoee Village Center, FL Page 92 of 414 B5View at Planters09/16/25 Ocoee Village Center, FL Page 93 of 414 B6View at Vestibule09/16/25 Ocoee Village Center, FL Page 94 of 414 B7View at Wine & Spirits09/16/25 Ocoee Village Center, FL Page 95 of 414 B8View at Drive-Thru09/16/25 Ocoee Village Center, FL Page 96 of 414 B9View at Fuel Station Entry09/16/25 Ocoee Village Center, FL Page 97 of 414 B10View at Fuel Station09/16/25 Ocoee Village Center, FL Page 98 of 414 B11View at Kiosk09/16/25 Ocoee Village Center, FL Page 99 of 414 B12View from N. Lakewood Ave. & Banyan Cove Bvld.09/16/25 Ocoee Village Center, FL Page 100 of 414 B13View from Westbridge Court & Banyan Cove Bvld.09/16/25 Ocoee Village Center, FL Page 101 of 414