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HomeMy WebLinkAbout10-14-2025 Agenda PacketOCOEE PLANNING AND ZONING COMMISSION Ocoee Commission Chambers 1 N. Bluford Avenue Ocoee, Florida October 14, 2025 AGENDA 6:15 PM REGULAR PLANNING AND ZONING COMMISSION MEETING • CALL TO ORDER Invocation Pledge of Allegiance Roll Call and Determination of Quorum -CONSENT Approval of Minutes for the Planning and Zoning Meeting Held on September 9, 2025 • OLD BUSINESS • NEW BUSINESS 1. 125 S. Circle Key Dr. - Moody Variance; Project No. VR-25-02 (Planner I Belizaire) 2. Ocoee Village Center - New Grocery and Fuel Station Large -Scale Preliminary Site Plan (LSPSP); Project No. LS-2024-011 (Deputy Development Services Director Whitfield) • MISCELLANEOUS 1. Project Status Report 2. November Meeting Date Discussion -ADJOURNMENT Notice: Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk's Office 48 hours in advance of the meeting. MORE THAN ONE COMMISSIONER MAY PARTICIPATE OR HEAR DISCUSSIONS REGARDING A MATTER WHICH WILL COME BEFORE THE COMMISSION FOR ACTION. Page 1 of 104 OCOEE PLANNING AND ZONING COMMISSION Ocoee Commission Chambers 1 N. Bluford Avenue Ocoee, Florida September 9, 2025 MINUTES 6:15 PM REGULAR PLANNING AND ZONING COMMISSION MEETING - CALL TO ORDER Chair Lomneck called the regular session to order at 6:23 PM in the Commission Chambers of City Hall. The invocation was led by Chair Lomneck, followed by the Pledge of Allegiance to the Flag. Recording Clerk Justice called the roll and declared a quorum present. Present: Chair Lomneck, Members Keller, Galvan, and Alternate Member Butler Absent: Vice -Chair Forges and Member Chacon Also present: Development Services Deputy Director Whitfield, Board Attorney Johnson, and Recording Clerk Justice -CONSENT AGENDA 1. Minutes of the Planning and Zoning Commission Meeting held on August 12, 2025. (6:23 pm) Motion for Approval of the Consent Agenda: Moved by Member Keller, Seconded by Member Galvan; Motion carried 4-0, with Vice -Chair Forges and Member Chacon absent. -OLD BUSINESS - None 011:Vil/ I1,6-i l'I 1. Ocoee Pickleball Complex — Vasant Sports LLC Large -Scale Preliminary Site Plan; Project No. LS-2025-005 (Development Services Deputy Director Whitfield) Development Services Deputy Director Whitfield presented an overview of the subject properties and the proposed development. She advised that although this project was submitted as a Preliminary/Final Large -Scale Site Plan, the applicant and Development Review Committee (DRC) elected to split the application and proceed to public hearings for a Preliminary Site Plan only at this time, to allow for the applicant to work with staff regarding the engineering and utilities requirements applicable to the Final Site Plan. As such, the DRC and staff recommend approval of the Preliminary Site Plan with no conditions. The Board had no comments or questions. Chair Lomneck opened the public hearing. Eileen Staples, Ocoee Resident of The Hammocks, expressed appreciation that the Page 2 of 104 Planning & Zoning Commission September 9, 2025 developer transitioned the facility from outdoors to indoors but noted ongoing concerns about the single outdoor championship court. She requested consideration of a fence or barrier to shield The Hammocks neighborhood from visibility and noise impacts. Chair Lomneck inquired about where Montgomery Avenue would eventually spur out. Development Services Deputy Director Whitfield responded to his question. William Cordell, Ocoee Resident of The Hammocks, inquired about additional fencing or tree barriers along the north end of the project, citing concerns about vehicles driving over the City's retention pond and onto his property. He also expressed appreciation to the applicant for incorporating residents' input in the project redesign. Chair Lomneck closed the public hearing. Development Services Deputy Director Whitfield advised that the applicant was available for questions. Chair Lomneck re -opened public hearing and invited the application to speak. Sravan Tummala, Vasant Sports, addressed the public comments and stated that the developers would consider the concerns raised as they work to ensure the project benefits the City of Ocoee. Chair Lomneck closed the public hearing. (6:44 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Pickleball Complex — Vasant Sports LLC Large -Scale Preliminary Site Plan, Project Number LS- 2025-005; Moved by Member Keller, Seconded by Member Galvan; motion carried 4-0, with Vice -Chair Forges and Member Chacon absent. • MISCELLANEOUS 1. Project Status Report Development Services Deputy Director Whitfield updated the Board with the following: Presented and explained the redesigned Development Services New Development Update document Chair Lomneck inquired if a project is in place at Carlo's Diner on Wurst Road. Development Services Deputy Director Whitfield addressed his inquiry. •ADJOURNMENT — 6:49 PM Page 3 of 104 Planning & Zoning Commission September 9, 2025 ATTEST: Miranda Justice, Recording Clerk Brad Lomneck, Chair 31 P a g e Page 4 of 104 Contact Name: CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: October 14, 2025 Item #: 1 Berenice Belizaire, Planner 1 Subject: 125 S. Circle Key Dr. - Moody Variance; Project No. VR-25-02 (Planner I Belizaire) BACKGROUND SUMMARY: Department Director: The property is located at 125 S. Circle Key Drive within Commission District 3. It is zoned RT-1 (Mobile Home Subdivision) and is assigned parcel ID number 18-22-28-7122-01-250. The subject property was platted in 1976 as part of the Pioneer Key Park mobile home subdivision. The lot is a substandard lot of record, as it does not meet the minimum 7,000 square foot lot area for the RT-1 zoning district. Although the minimum lot area is not met, the lot has retained the same configuration since being platted. Therefore, construction is permitted subject to meeting all other applicable minimum zoning requirements, including building setbacks. Provided below are the minimum zoning requirements for the RT-1 zoning district from Table 5-2: Minimum Zoning Descriptions on Permitted Uses of Article V of the Land Development Code. Side street setbacks are not currently indicated in Table 5-2. However, a 15-foot side street setback is intended to be made for residential zoning districts during the Land Development Code (LDC) update. Minimum Minimum Minimum Maximum Maximum Maximum Minimum Zoning Minimum Front Side Rear Minimum Building Impervious Building Living District Lot Size Building Building Building Lot Width Coverage Surface Height Area Setback Setback Setback RT-1, 7,000 SF 20 FT 7.5 FT 20 FT - 40% 50% 35 FT - Mobile Home Subdivision Because the property abuts a road right-of-way on three (3) sides, the narrowness of the lot, and the westward orientation of the mobile home entryway, the mobile home cannot meet the minimum 20-foot rear setback. Thus, the applicant is requesting a variance to reduce the minimum rear building setback from 20 feet to 7 feet, representing a 186 percent variance to Table 5-2. The requested variance is for the purposes of placing a 22' by 36' (792 square feet) mobile home on the lot. Per Article IV, Section 4-9A, approval of a variance requires that the applicant demonstrate compliance with four (4) criteria, as follows: 1. That special conditions and circumstances exist which are peculiar to the land, structures, or required subdivision improvements involved and which are not applicable to other lands, structures, or required subdivision improvements; 2. That a literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions; 3. That the special conditions and circumstances do not result from the actions of the applicant; 4. That the granting of the variance requested will not confer on the applicant any special privilege that is denied by these regulations to other lands, structures, or required subdivision improvements under similar conditions. No pre-existing conditions of neighboring lands which are contrary to these regulations shall be considered grounds for the issuance of a variance. MiN2111111111offil 0 . 0 . •r 18411111111t, •" • Page 5 of 104 Applicant Response: The applicant stated that the mobile home installer and property owner understood that they received approval for installation (Used Mobile Home Pre -Inspection Permit 3291-2024, attached). Money has already been invested in the project. We are requesting that setbacks be reconsidered for installation, specifically a 7-foot rear setback of the mobile home. Staff Analysis: Staff finds that, based on the circumstances and conditions of the existing lot, there is sufficient demonstration that the four (4) variance evaluation criteria are met. Staff analysis is summarized below: Criteria 1: Special Circumstances & Conditions: The lot abuts road rights -of -way along three (3) property lines. Sunset Key Court abuts the lot on the north property line, and West Circle Key Drive abuts the lot on the south and west property lines. A boundary survey indicating the front yard, side street, and rear yard setbacks is attached based on the hierarchy of the roadway functions and the orientation of the mobile home. Applying the RT-1 zoning district minimum building setbacks to the lot would not permit the installation of a mobile home, as the minimum 20- foot rear setback (east property line) cannot be met. Criteria 2: Literal Interpretation of Code: The literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions. Strict application of the front and rear minimum setbacks would result in a buildable area width of 10 feet, which cannot support a 22-foot wide mobile home. Criteria 3: Actions of the Applicant: The circumstances of this variance are not the result of the actions of the applicant, as the lot has retained its original configuration since being platted in 1976. Due to the lot having three (3) frontages, the mobile home cannot meet the minimum 20-foot rear setback. Criteria 4: Conference of Special Privilege: Approving the requested variance would not confer to the applicant any special privilege that is denied by these regulations to other lands, structures, or required subdivision improvements under similar conditions. Within Pioneer Key Park, there are existing mobile homes that were installed in accordance with the zoning regulations established prior to 1992. Approving the requested rear setback reduction would allow the property owner to install a mobile home on the lot like all the other lots in the mobile home subdivision, thus allowing the property owner the same benefit as other lots. Staff supports the variance as there is sufficient justification to support the request. ISSUE Should the Planning and Zoning Commission (PZC) make a recommendation of approval of the requested variance to Section 5-14A and Table 5-2 of Article V of the Land Development Code to reduce the minimum 20-foot rear building setback by 13 feet and allow a 7-foot rear setback for the installation of a mobile home on the property? RECOMMENDATIONS: Staff recommends that the Planning and Zoning Commission (PZC) make a recommendation of approval of the requested variance to Section 5-14A and Table 5-2 of Article V of the Land Development Code to reduce the minimum 20-foot rear building setback by 13 feet and allow a 7-foot rear setback for the installation of a mobile home on the property. ATTACHMENTS: 1. Location Map 2. Aerial Map 3. FLU Map 4. Zoning Map 5. Application Page 6 of 104 O. Mobile Home Inspection Report 7. Boundary Survey Indicating Yards Page 7 of 104 125 S Circle Key Drive Location Map e IiE 14 Page 8 of 104 Page 9 of 104 125 S Circle Key Drive Surrounding Future Land Use Map 000(-->( Development Services Department 140 ■ Feet Created: September 2025 Subject Property Future Land Use Classification: Low Density Residential (LDR) Medium Density Residential (MDR) High Density Residential (HDR) Professional Offices and Services (PS Commercial (COMM) Light Industrial (LI) Heavy Industrial (HI) '='L,f,F Conservation/Floodplains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) Page 10 of 104 060 1 fli I I i It • • • nwmw it orlda Development Services Department 140 ■ Feet Created: September 2025 Subject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) ` Unclassified Page 11 of 104 VARIANCE APPLICATION \ / Development Services - Planning Division 1 N. Bluford Avenue I Ocoee, FL 34761 Ocoee Phone:407.905.3157 florid° - PROJECT NUMBER: VR. � 5� 0 5 DATE RECEIVED: Received Date - Office Use Only PROJECT NAME: 9 1Z>i i77QL 1,4KW6 IW S%444077QAI PROJECT DESCRIPTION: IW S-M�"Rd AU 64-S /t7W A✓r.�.AVSF 60/y INSP�ii�iC�q�S /�� 4M-S 0/G n /NSVW, APPLICANT'S NAME: APPLICANT'S ADDRESS: ADD Q171tvSnw 2xG-'&-w4k-6 ,A '?V o �z TELEPHONE NUMBER: 114-7-4 JD E-MAIL ADDRESS: 19a; 1Ve19Ch D OWNER OF RECORD: A4V6 HO D y OWNER'S ADDRESS; PHONE NUMBER: PROPERTY LOCATION: A. PROPERTY TAX ID. NO(S): 19-V� z9-7/22--/Z-<O LEGAL DESCRIPTION: ALL APPLICATIONS FOR SUBDIVISION OR SITE PLAN REVIEW MUST PROVIDE THREE (3) EXECUTED, CERTIFIED AND SEALED BOUNDARY SURVEYS FOR THE SUBJECT PARCEL, WHICH SHALL INCLUDE A METES -AND -BOUNDS LEGAL DESCRIPTION. ATTACH SURVEY WITH FULL LEGAL DESCRIPTION AS EXHIBIT. PROPOSED USE OF THE SUBJECT PARCEL IF THE PRESENT APPLICATION(S) IS/ARE GRANTED? /I%B7-S/G�, Form 20 Page 12 of 104 a NUMBER OF EXISTING BUILDINGS AND EXISTING LAND USE OF THE SUBJECT PARCEL: Y I)A(-71- jg7t0lCe 14M,(c.- //( G W270AI Gj4S /71 "� dn� 40T -)7111,04/Na If w,4S aY , Y a BRIEFLY ADDRESS THE FOLLOWING: B. THE NEED AND JUSTIFICATION FOR THE REQUESTED ACTION: / 7077 � 1� �1 a HOW WILL THE FOLLOWING ESSENTIAL SERVICES BE PROVIDED? j A. POTABLE WATER: _dw B. WASTEWATER TREATMENT:'/7Y &!�4ir/G'4 C. STORMWATER MANAGEMENT: J1 D. RECREATION: dd %'T 4-O&M� O ,�S 1Q-A.)1Z) E. SCHOOLS AND PROJECTED NUMBER OF SCHOOL AGE CHILDREN: S�-/,/D,6/-,S //YO ff& 4,7 - BLS 7702A, F. MAIN HIGHWAY ACCESS (A traffic study may be required): fi / /S M951, .i G. FIRE PROTECTION (NOTE: Fire flow data will be required before final platting): r APpv,NT 8 A rURE DATE Form 20 3 . Page 13 of 104 3/20/25, 11:47 AM Inspection Results City of Ocoee PLEASE SET INSPECTIONCARDADDRESS BUILDING DEPARTMENT INSPECTION REPORT Address: 125 S CIRCLE KEY DR OCOEE FLORIDA 34761 Subdivision: PIONEER KEY PARK Type of Inspection: Residential Building Pre -inspection Parcel ID: 18-22-28-7122-01-250 Date of Inspection: Wed, Nov 06, 2024 at 10:58am Permit #: 3290-2024 Inspection Result: Approved by Jaime Simons Permit Type: Residential Mobile Home Applicant: OWNER -BUILDER The mobile home inspection is good There is some exterior T111 siding on the rear that needs to be replaced and inspected at a later date. The photos have been attached to this inspection Inspector: Jaime Simons City of Ocoee 1/1 Page 14 of 104 BOUNDARY SURVEY 125 S. CIRCLE KEY DRIVE OCOEE, FLORIDA 34761 DESCRIPTION: LOT 125, PIONEER KEY PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED ON PLAT BOOK 6, PAGES 77 THROUGH 86, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. Curve Table CURVE # DELTA RADIUS LENGTH CHORD BEARING CHORD Cl 90'00'00' 20.00' 31.42' S4577J0'W 28.28, C2 90'00'00' 10.00' 15.71' S44 42'30-E 14.14' Line Tolle LINE III DIRECTION LENGTH Li N89'42'30'W 29.00' L2 N89 42'30'W 24.00' L3 N00'17'30 E 10.00' L4 N89 42'30'W 15.00' J LEGEND/ABBREVIATIONS LB UCENSED BUSINESS SET 5/8' IRON ROD AND CAP (TYPICAL UNLESS NOTED OTHERWSE) �$ SANITARY MANHOLE UGHT POLE —OHW— OVERHEAD UTIUW MRES —D— Now FENCE —0— GNAW UNK FENCE [9 TRANSFORMER PAD LJ POWER METER WATER METER I 0 I I JOB NUMBER: 23069.000 YOR 1. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL, OR DIGITAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PRINTED COPIES OF A DIGITAL SIGNED AND SEALED SURVEY ARE NOT VALID. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM. 3. REVISIONS DO NOT CONSTITUTE A RE —CERTIFICATION OF THE EXISTING FIELD COND117ONS OF THIS SURVEY. 4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 125 AS BEING N0077.30E (ASSUMED). 5. THE DESCRIPTION SHOWN HEREON WAS SUPPLIED BY THE CLIENT: 6. UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED. Z THE LANDS SHOWN HEREON LIE ENTIRELY WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD) ACCORDING TO FIRM' MAP NO. 12095CO260 F. COMMUNITY NO. 120179. DATED SEPTEMBER 25, 2009. 8. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE SET FORTH IN RULE 5J—IZ052 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 47202Z S. CIRCLE KEY DRIVE PUBLIC RIGHT OF WAY (WIDTH VARIES) ASPHALT ROAD SET NAB. AND DISC AB 7274- CONCRETE SIDEWALK (JIPICAC UNLESS NOTED OTHERWISE) �0 — — FENCE 1.4' EAS W.. O 125 124 VACANT L A N D ,^ r 0 FENCE Z 1.4' EAST L4 us' MB- . SET 5A6' IRON ROD & CAP RB 7274" (TYPICAL UNLESS NOTED OTHERWISE) DIBOX -1 HDaLvr t " L2 T---------- FENCE 0.2' NORTH I I I 131 132 I I I I I I � I 101..... s •• aiBurvaY°� �.•`. ARLNR 0. SISHNAN, P.S.M. Digitally signed by Aron Bishman Date: 2023.08.01 16:00:37-04'00' FLORIDA REGISTRA71ON NO. 5668 MI AMI B I S H MAN Im Surveying & Mapping, Inc. CERTIFICATE OF AUTHORIZATION LB 7274 301 N. TUBB STREET, SUITE 706 OAKLAND, FLORIDA 34760 Phone No. 407.905.8677 Page 15 of 104 CITY OF OCOEE NOTICE OF PUBLIC HEARING 125 S. CIRCLE KEY DRIVE - MOODY PROPERTY VARIANCE REQUEST CASE, NUMBER: VR-25-02 NOTICE IS HEREBY GIVEN, that the OCOEE PLANNING & ZONING COM- MISSION will hold a PUBLIC HEARING on TUESDAY, OCTOBER 14, 2025, at 6:15 P.M. or as soon thereafter as possible, at the Ocoee City Commission Cham- bers, I North Bluford Avenue, Ocoee, Florida, to consider the petition of Faye Moody for a variance according to the provisions of Article IV, Subsection 4-9 ofthe City of Ocoee Land Development Code (LDC). The property is located at 125 S. Circle Key Drive and is assigned parcel ID # 18-22-28-7122-01-250. Action Requested: The applicant is requesting a, variance to Section 5-14A, and the corresponding Table 5-2 of Article V, of the Land Development Code, to en- croach into the minimum 20-foot rear setback for a proposed 7-foot setback for the purpose of installing a mobile home on the property. Interested parties may appear at the public hearing and be heard with respect to the proposed action. The complete case file may be inspected at the Ocoee Devel- opment Services Department, located at 1 North Bluford Avenue, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except for legal holidays. The Planning and Zoning Commission may continue the public hear- ing to other dates and times as it deems necessary. Any interested party shall be advised that the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearings and that no further notices regarding these matters will be published. You are advised that any person who de- sires to appeal any decision made during the public hearings will need a record of the proceedings and, for this purpose, may need to ensure that a verbatim record of the proceedings is made, which includes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of the proceedings should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. October 2, 2025 25-02841W Page 16 of 104 Contact Name: Subject: CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: October 14, 2025 Item #: 2 Anoch Whitfield, Deputy Development Department Director: Services Director Ocoee Village Center - New Grocery and Fuel Station Large -Scale Preliminary Site Plan (LSPSP); Project No. LS-2024-011 (Deputy Development Services Director Whitfield) =1_Ta:(c3 Zelq I >&J1l iri l iui1:�'E 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 Jurisdiction FLUM Designation Zoning District Existing Land Use North City Commercial PUD-COMM Clarcona Ocoee Road & Vacant land South City High -Density Residential PUD-HD Banyan Cove Blvd & stormwater facilities East City Commercial PUD- Commercial uses COMM/PUD-HD West City/County Low -Density Residential City R-1A & Residential uses (Per JPA FLUM) County A-1 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. City of Ocoee - 1 11. Bluford Avenue - Ocoee, Florida 34761 • - 1 •i i1www.ocoee.org Page 17 of 104 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 Planning and Zoning Commission make a recommendation of approval of the Large -Scale Preliminary Site Plan for the Ocoee Village Center - New Grocery and Fuel Station 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: Development Review Committee (DRC) Recommendation: The DRC considered this item at its Tuesday, October 7, 2025, meeting and, following discussion on aspects of the project for final engineering, made a unanimous recommendation of approval. Staff Recommendation: Staff recommends that the Planning and Zoning Commission make a recommendation of approval of the Large - Scale Preliminary Site Plan for the Ocoee Village Center - New Grocery and Fuel Station 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. ATTACHMENTS: 1. Location Map 2. Aerial Map 3. FLU Map 4. Zoning Map 5. Preliminary Site Plan 6. Preliminary Landscape & Irrigation Plan 7. Elevations & Renderings 8. Advertisement • - 1 'iX11111 III, III• •-. • Page 18 of 104 Page 19 of 104 Page 20 of 104 Ocoee Village Center Grocery and Fuel Station Surrounding Future Land Use Map Development Services Department 0 90 180 360 Feet Created: October 2025 13 Subject Property Future Land Use Classification: Low Density Residential (LDR) Medium Density Residential (MDR) High Density Residential (HDR) w„ 1 Professional Offices and Services (PS Commercial (COMM) Light Industrial (LI) Heavy Industrial (HI) „`$£ Conse rvation/Flood plains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) Page 21 of 104 0 100 200 Ocoee Village Center New Grocery and Fuel Station Surrounding Zoning Map OC()<-> Pl4rjd. Development Services Department 400 ■ Feet Created: October 2025 0Subject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Ya{ Medium Density (PUD) High Density (PUD) Public Use (PUD) "}t Unclassified N 451�z, N79 LN 6 •ds, Page 22 of 104 Ce I[Q:4 ilk" FUEL STATION LsjuuL073iZ«7slim �3�i : a- e • , •EU•Eel: UVI '�� i . . i i i i i . . i i i 1• 05-22-28-0 C0.1 V0.1 V1.1 V1.2 V1.3 V1.4 V1.5 C0.2 C0.3 C0.4 C1.1 C1.2 C 1.2A C1.2B C1.2C C1.3 C 1.3A C 1.4 C1.6 PH-1 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 C4.4 C4.5 C4.6 C4.7 C4.8 C4.9 C5.0 C5.1 C5.2 C5.3 C5.4A C5.4B C5.4C C5.5 C5.6 C5.7 L1.0 L1.1 L1.2 L1.3 L1.4 L1.5 COVER SHEET BOUNDARY AND TOPOGRAPHIC SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY GENERAL NOTES GENERAL NOTES SITE SPECIFIC NOTES OVERALL SITE PLAN SITE DIMENSION PLAN DELIVERY TRUCK TURN FIRE TRUCK TURN FUEL STATION TRUCK TURN SITE GRADING PLAN POND PROFILES COMPOSITE UTILITY PLAN FIRE FLOW TESTS PHOTOMETRIC PLAN ENLARGED GAS STATION SITE PLAN ENLARGED FUEL UTILITIES SITE PLAN ENLARGED FUEL GRADING SITE PLAN [•��i�l»>01[ftI SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK PHASE 1 EROSION AND SEDIMENTATION CONTROL PLAN PHASE 2 EROSION AND SEDIMENTATION CONTROL PLAN SWPPP DETAILS SWPPP DETAILS SWPPP DETAILS SWPPP DETAILS PICKUP WAYFINDING SIGN PLAN PARKING PAVEMENT DETAILS PAVEMENT MARKINGS DETAILS PAVEMENT MARKINGS DETAILS GENERAL DETAILS DUMPSTER DETAILS MONUMENT AND FENCING DETAILS FENCING AND COLUMN DETAILS CITY UTILITY DETAIL CITY UTILITY DETAIL CITY UTILITY DETAIL OVERALL PRELIMINARY LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN L5.0 LANDSCAPE DETAILS L5.1 LANDSCAPE NOTES AND PLANT LIST MOT.1 MAINTENANCE OF TRAFFIC MOT.2 MAINTENANCE OF TRAFFIC MOT.3 MAINTENANCE OF TRAFFIC MOTH MAINTENANCE OF TRAFFIC MOT.5 MAINTENANCE OF TRAFFIC MOT.6 MAINTENANCE OF TRAFFIC R1.0 FDOT DRIVEWAY & SIDEWALK CONNECTION PLAN 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 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') 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: 49'IK*P►i i7-,TioCoIi.9:Iiwm t:1;12l<iZfylll#[$IOYlJiCel97_\ice\WAIail �I 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. 1. 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 1/4-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 5. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES. www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm =o C)h Od .Z n . Q W = J OLL 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 C O .5 ry Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 © 2025 • • • a a • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. J:\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - GENERAL NOTES.dwg, 10/7/2025 9:52:08 AM, Benjamin Hansen, Sheet No. COn2 Page 24 of 104 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. 1i%�114:7_1Z1B77X4W_lti,141I7,9_Iid;l1176t1I4t31Jf19R6Tk_*1[ �K 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 C 105/A21.5. 10. PVC PIPE 4" - 30" SHALL CONFORM TO AWWA C900. PIPE SHALL CONFORM TO ASTM D1784, TYPE I, GRADE 1, 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 EPDXY 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 EPDXOLINE 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'/,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 EPDXY 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 EPDXY PRIMER, FOLLOWED BY AN EPDXY 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 EPDXY 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 EPDXOLINE 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 EPDXOLINE 11 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 "RECAAIMED 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, 11, 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. 0 13. APPLY LEAKAGE TEST PRESSURE OF 200 PSI FIRE MAINS MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5 /o 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 OVD 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. wvvw.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm h of = o of- 0 d Z 6 LLI Qa _ OLL 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 C O U) N M Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 09/2024 cQ 2025 Z 0 F_ Q F_ U) Q V) 0 J LL o 0 ti Z o LL tea/ W Z W a Q � W 0 U U. 0 �- U � 1W V W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. COm3 J:\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - GENERAL NOTES.dwg, 10/7/2025 9:52:09 AM, Benjamin Hansen, Page 25 of 104 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 1/,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 11). 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 EPDXY 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 EPDXY COATING, MINIMUM DRY FILM THICKNESS = 16 MILS. 11. THE FLOW CHANNEL SHALL BE PORTLAND CEMENT TYPE 11 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 V 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 T-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. 0L)DB__N www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 C O W ry Q)' t6 n NEEMEME® Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date:09/2024 Qc 2025 Z O Q Q W 0 0 U O LL LL _U Z Ld LL W V Q U W p U) UJ O 0�/ U V ♦ I.L V W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. COn4 J:\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - GENERAL NOTES.dwg, 10/7/2025 9:52: 10 AM, Benjamin Hansen, Page 26 of 104 1 1 2 1 3 4 5 6 7 8 9 10 11 12 A 0 10 0 I M PROPOSED PAVEMENT LEGEND SIDEWALK: PER DETAIL SHEET C5.0 ARCHITECTURAL CONCRETE, SEE ARCH. PLANS HEAVY DUTY CONCRETE: PER DETAIL SHEET C5.0 HEAVY DUTY PAVEMENT: PER DETAIL SHEET C5.0 STANDARD DUTY ASPHALT PAVEMENT: PER DETAIL SHEET C5.0 PARKING SPACE COUNT CART CORRAL TRANSFORMER 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' 0r) CT COnAA QAAIVAAI (`n\/C D1 X/n 0r), LAND COVERAGE SUMMARY It•I» INI15* 0I.y_11:TAGd 0IIN711,C 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) NOTE: I 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. N77°03'49"E-- ,1C 10.86 276.56' ®rn— @fflN---w� www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm r Y U ti Ob z oW <W D = J OLL n 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 W 4- ca 0 rened a� a a Z M. LOMELI OLLAZO . LOCKHART 131430 25 © 2025 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C1.1 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Overall Site Plan.dwg, 10/7/2025 9:52: 23 AM, Benjamin Hansen, Page 27 of 104 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Delivery Truck Turn.dwg, 10/7/2025 9:52:47 AM, Benjamin Hansen, Page 29 of 104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 12 A 0 10 0 A M OrL sunsuilrew com 460 Horiz 100 Vert WB-40 - Intermediate Semi -Trailer Overall LenTth Overall Wid Overall :•• - •ht Min :•• • • WidthMax Track Lock -to -lock time Curb to Curb Turning Radius 45.5000ft 8.000ft 12.052ft 1.334ft 8.000ft 4.00s 40.000ft 40 0 40 80 Graphic Scale in Feet N 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. @fflaff--w www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 0 D ry 0 Q a Q a Q Q a z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 • UJ • Ld • • UJ • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C1.2B www.sunshine811.com J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Delivery Truck Turn.dwg, 10/7/2025 9:52:50 AM, Benjamin Hansen, Page 30 of 104 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Fuel Station Truck Turn.dwg, 10/7/2025 9:53:03 AM, Benjamin Hansen, Page 31 of 104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 40 0 40 80 Graphic Scale in Feet A PIPE MATERIALS: STORMWATER PIPE RCP PIPE SHALL COMPLY WITH ASTM C76 I`j FRCP PIPE SHALL COMPLY WITH ASTM C507-11� HDPE PIPE SHALL COMPLY WITH ASTM D3350 "1P� PVC PIPE SHALL COMPLY WITH ASTM D3034, SDR 35 v I , ,... ,. NOTES: ", � �, �,. 958 r " .» n " 1, GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE � ,r" �� °�''` "j' CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE ��1"15772 4' PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ,� 157,22 �00 ENTIRE SITE TO ENSURE POSITIVE DRAINAGE IN ALL AREAS "" 158.96 , "" ,r 1 r,, """ 1 'r THROUGHOUT THE SITE. THE FOLLOWING MINIMUM SLOPES SHALL �� 158.46'` rss 158.5± M.E. K L++4+ *' Arl BE PROVIDED BY THE CONTRACTOR: G 1 '111- l" 157 50 �� a. ASPHALT PAVEMENT: MIN. 1%SLOPE !(� 157 00 ` �, , ` 159.2± M.E. �'' 1}t B b. CONCRETE PAVEMENT: MIN, 1 %SLOPE 158.85 ", �",, � 158,7± M.E. i C. GUTTERS: MIN 0.5% V� 158.35 ''� 159.2± M.E i', �Q� 158.79 / `,,, 2. STRUCTURE BOTTOMS SHALL BE TYPE 'P' BOTTOMS PER FDOT 158 29 "I'll, �' REQUIREMENTS, UNLESS PIPE SIZES AND LOCATION REQUIRE A !(j 157.20 �,' TYPE 'J' BOTTOM. CONTRACTOR SHALL REVIEW DESIGN AND G>� 156.70 158.72 I� PROVIDE APPROPRIATELY SIZED BOTTOMS PER FDOT (�� 158.22 'sa REQUIREMENTS. 159.13 � 158.07 1 158.63 », �; 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ADA �� 157.57 1 158.84 , 159 AREAS ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE 158.34 �� 157.07 I " " r.A w. 9O LATEST EDITION OF THE FLORIDA ACCESSIBILITY CODE FOR �P 156.57 I O % BUILDING CONSTRUCTION. IF THE CONTRACTOR DETERMINES THAT �s� =1 �Fll�l 11 CO ANY INFORMATION SHOWN ON THIS PLAN MAY NOT BE IN 157.64 "'4 „1p COMPLIANCE THEY SHALL NOTIFY THE ENGINEER PRIOR TO THE 157,14 "'-••••••�• / "�.� . 1 °'" 2 WORK BEING COMPLETED. 4Q/ I'll157.83 . 158.20 " ; h ' 157.53 158.07 / 157.33 �b 157.70h"kt"r k" 157.03 157.57 / �hk �2 ,,,, 4. ALL PROPOSED INLET GRATES ARE TO FOLLOW AASTHO M 306 LOAD Q / O O O C RATING OF H-20, WITH MAXIMUM SLOT WIDTH OF 1-1/8" AND �/ 158 01 , 7i"s % MINIMUM WIDTH OF 1". REFER TO SPEC. 02630 - STORM DRAINAGE. LO / 157.67 157.98 157 51 �S it / / 157.17 157.48 9 "1 ,,,�h s ""�£xk A a 157.45 157.65 / 157.30 -V 1 /S9 " " � � �s� 157.15 157.50 , '� 156.95 / 156.80 `, " �ej 157.55 / 157.00 sa b " ";"� s 157.78 / 157.52 157,38 157.34 Q 11 / 158.15 „"r». 157.28 157.99 �/ 157.02 f� 156.88 157.56 157.65 ''"�� , hi, � � " r,r NOTE: 157.49 / 156.84 / 156.40 157.48 157.06 7 &k , SITE TO BE RECEIVED FROM LESSOR IN A ROUGH / 156.98 158.22 s0 GRADED CONDITION. SITE WILL BE RECEIVED TO i/ 157,27 157.50 157.63 157.22 157.72 ,F j£r' f { K� %� ,1' 1, 158.16 157.13 SUBGRADE ELEVATION ±0.1 FT GRADING APPROVED IN / 156.77 157.00 / 158.25 , m CITY APPROVED "PRELIMINARY/FINAL DEVELOPMENT 157,66 �/ 157.42 / 157.75 ' �� � � t, / S-6A 157.76 / ,r PLANS. BANYAN COVE & WESTBRIDGE COURT 6.25 157.96 158.42 158.53 / 156.92 / 157.54 157.26 - / 157.79 " ]I _. ...�� REALIGNMENT @ OCOEE VILLAGE CENTER" ON MAY n3 156.25 157.46 157.92 158.03 s / 157.23 157.67 / 159.09 157.29 1j " ' // 156.73 157.17 Q / 157.04 158.32 158.59 Sy k " �" 16, 2025 COMPLETED BY WOHLFARTH CONSULTING. G / / 157 82 / �'� 157.53 .� / 158.55 I � , A, 158.46 157.24 157.59 " D �!` / 157.03 157.96 // 158.27 156.74 157.10 157.23 158.051 0 , §t 157.77 155.90 57.09 2 5 _... // / 156.60 a S-6 156.73 157 43 I NOTE: �O , Q " I �/ 158.53 v , , , 156 -- ,.. f 156.93 s THE AREA AROUND THE CONCRETE PAD METER lr 157.46 157.68 I � 158.23 / 157.65 156.52 �5s 158.03 158.62 157 03 -. "I � ,,x6,�k" ASSEMBLIES SHALL BE GRADED TO PREVENT 156.96 157.18 157.73 / 157.15 156.02 156.71 158.12 156 53 „ _ „"11" 6 f PONDING AND WASHOUT. AVM 157.21 -JI Q / '�156.21 158.21 ��,»�'/ ,%/ I, 11, � , r<.. Q- 157.79 ) �/ 156.93 157.71 158.24 ;� < �� X 157.94 , , 157.29 r� 158.17" i ; / 156.43 157.91 157.74 S-2 157.44 ( 158.33 157.67 / " 157.41 �,,... _ _ . ,. __. 156.93 ,3 157.21 �....'.� ",_D,,.�. 5 ' 156.66 " / $( 157.83 158.02 158.00 ��� 158.04 156.71 a 156.43 Y,III ' 158.13 157.50 157.14 157.74 V 156.16 157.94' 157.52 157.95 157.54`�(i��r I/ 5� f 7.24 �'>� r � d , 156.64 �� e y 1 e,^ 157.44...: �. 157.45 �57 157.97 : ^�� ":r 7 r ` 15 w 1Sg<,.,,,,. 157.94 f '`," •�: 157.47 157.13 \`� k . 156.63 �: � r", 158.18 " `' 158.08 Q� ( 157.44IF 157.68 ° :,• ::`�• ', ....... 157.58 157.98 " , " 1 157.47 157.94 .. • :. • : ".? : . 157.48 158.36 ". ............. . , , a..' •' 157.97 156.77 r ., 156.97 157.44 .•: ` ••, ... 158.20 157,86 156.27 ,/ {Fr` 157.70 E ... 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XX.XX PAVEMENT ELEV. ------� DIRECTION OF FLOW HANDICAP RAMP 1:12 SLOPE (MAX) OSTORM / SANITARY MANHOLE DITCH BOTTOM INLET MITERED END SECTION 11 STORM DRAINAGE STRUCTURE TABLE STRUCTURE FLOW LINE RIM/TOP LOCATION DESCRIPTION NUMBER ELEVATIONS ELEVATION S-1 N. 1550756.95 MES, FDOT 430-021 152.00 N 155.33 E. 482067.28 N. 1550976.52 152.45 S S-2 TYPE F INLET, FDOT 425-053 152.45 N 156.21 E. 482088.15 155.04 SE S-3 N. 1551048.01 TYPE F INLET, FDOT 425-053 152.59 S 156.26 E. 482108.26 152.59 NE S-4 N. 1551165.50 TYPE F INLET, FDOT 425-053 152.91 SW 157.22 E. 482209.40 152.91 SE 152.96 NW S-5 N. 1551147.92 TYPE F INLET, FDOT 425-053 152.96 SE 155.65 E. 482232.93 153.06 NE S-6 N. 1551013.04 TYPE F INLET, FDOT 425-053 153.41 NW 155.90 E. 482409.57 S-6A N. 1551073.69 TYPE F INLET, FDOT 425-053 153.21 NW 156.40 E. 482330.15 153.21 SE S-7 N. 1550912.35 TYPE F INLET, FDOT 425 053 152.87 SW 155.47 E. 482543.09 S 8 N. 1551224.63 MANHOLE, FDOT 425-001 153.25 SW 157.25 E. 482284.62 153.25 NW S-13 N. 1550647.58 MES, FDOT 430-021 152.00 NE 154.25 E. 482168.76 S-14 N. 1550678,90 MANHOLE, FDOT 425-001 152.16 SW 158.38 E. 482195.07 S-15 N. 1550555.19 MES, FDOT 430-021 152.00 NE 154.25 E. 482311.12 S-16 N. 1550629.15 TYPE F INLET, FDOT 425-053 152.23 SW 157.35 E. 482401.52 152.23 NE S-11 N. 1550695.23 TYPE F INLET, FDOT 425-053 152.40 SW 157.34 E. 482451.31 152.40 NE 12 STORM PIPE SCHEDULE NO. LENGTH SIZE SLOPE S-1 TO S-2 217' 30 in. RCP 0.20% S-2 TO S-3 72' 30 in. RCP 0.20% S-3 TO S-4 152' 24 in. RCP 0.20% S-4 TO S-5 27' 24 in. RCP 0.20% S-5 TO S-6A 120' 18 in. RCP 0.20% S-5 TO S-8 89' 24 in. RCP 0.20% S-6A TO S-6 98' 18 in. RCP 0.20% S-7 TO S-17 232' 15 in. RCP 0.20% S-8 TO S-9 31' 24 in. RCP 0.20% S-13 TO S-14 37' 24 in. RCP 0.39% S-15 TO S-16 113' 24 in. RCP 0.20% S-16 TO S-17 79' 1 18 in. RCP NOTE: RECOMMENDATION BELOW FROM LIES 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 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 41NCH 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 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. www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm H of = o Y U ti Ob oW <W = J Cn C' L - n 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 z z 2 2 O O W W W III O O O O O O � � - - O U U tn • L d d r 0 0 N M N co ca N O 0 r 4 a a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 09/2024 1 @ 2025 • • • LL Ld • LU • LU • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C1 n3 J:\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - Site Grading Plan.dwg, 10/7/2025 9:53: 25 AM, Benjamin Hansen, Page 32 of 104 Page 33 of 104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 40 0 40 80 LEGEND 1 PROPOSED UTILITY LEGEND -- -- PROPERTY LINE 1O PROPOSED FIRE DEPARTMENT CONNECTION. - - - - - - - - - EASEMENT LINE Graphic Scale in Feet OWNERSHIP LINE O PROPOSED PVC 8" DIP FIRE LINE C900 DR 14. A E ELECTRIC LINE 03 PROPOSED 8"x6" TEE & 6" M.J. GATE VALVE W/ FIRE HYDRANT ASSEMBLY, SEE DETAIL ON SHEET C5.7. WWW.cphcorp.com FO FIBER OPTIC 04 PROPOSED 8" 90 DEGREE M.J. BEND. Building Better Fw FIRE WATER Communities Together " 05 PROPOSED 8" 45 DEGREE M.J. BEND. FM FORCE MAIN c 1125 BARTOW RD 0001 . O GAS LINE 06 PROPOSED 8" 22.5 DEGREE M.J. BEND. LAKELAND, FL 33801 j Mlkl, 1 Ph: 863-252-2761 . s SANITARY SEWER 7 PROPOSED 8" 11.25 DEGREE M.J. BEND. tr TS TAMPER SWITCH N T TELEPHONE LINE 2... 4 ��1$ ,.. 8 PROPOSED 8' DDCVA AND CONCRETE PAD PER CITY DETAIL UT210 ON SHEET C5.8. Plans Prepared By: w WATER MAIN CPH, LLC 2 9 PROPOSED 8"X4" REDUCER. .�G ®C.O. CLEAN OUT A Full Service A & E Firm ®D.S. DOWN SPOUT 10 PROPOSED 3"X2" REDUCER. ,!' FIRE HYDRANT 11 PROPOSED 8" M.J. VALVE. °, " \T� B �� r �(STD 12 PROPOSED 8" TEE. FIRE DEPARTMENT CONNECTION WATER LINE FITTINGS Q PROPOSED PVC 3" WATER LINE C900 DR 25. � GATE VALVE U r� �' 14 PROPOSED PVC 2" WATER LINE C900 DR 25. O Gj " ! 4 REDUCER o z 15 PROPOSED 3" 45 DEGREE M.J. BEND. Q ui Q t t�1CL r PC1 PIPE CROSSING 16 PROPOSED 3" 22.5 DEGREE M.J. BEND. can LL �o w I'/ *15 SITE LIGHTING AND LOCATION POINT 17 PROPOSED 3" 11.25 DEGREE M.J. BEND. ��- r.A�9 O 2 OPVC TEE TYPE FLOW SENSOR 18 PROPOSED 3" TEE. O� HYDROPOINT #HYDROPOINT0028 p r w 19 EXTENSION OF EXISTING 8" WATER STUB -OUT. PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR This item has been digitally signed and ` 20 EXTENSION OF EXISTING 2RECLAIM WATER STUB -OUT. PIPE. " sealed by Joshua D. Lockhart, P.E. on w: MOUNT IN 19" STANDARD VALVE BOX the date adjacent to the seal. Signature 21 PROPOSED 4" METER CONFIGURATION & ASSOCIATED CONCRETE PAD � LOCATION. METER ASSEMBLY AND `` ,�,�" r � 't`s � O/j r•,. must be verified on any electronic C c �J 2 CONCRETE PAD PER CITY DETAIL UT 209b ON SHEET C5.8. copies o O p� 7� rs �' 19 " 22 PROPOSED 1.5" RECLAIMED METER CONFIGURATION & ASSOCIATED CONCRETE PAD ,_ , � 209c ON SHEET C5,8. PER CITY DETAIL UT �, 23 PROPOSED 4"X3" REDUCER. y� v 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 ' 24 27 03' 8" C900 DR 14 FIRE uNE """ WIRE INTO THE CONTROLLER MASTER VALVE STATION, MOUNT IN 19" STANDARD VALVE BOX. 12 8" PVC SAN. SEWER sr i err 248 LF @ 0.50 . HYDRANT "E" 2 3 V .. zr �t y 2 �t�3 b G �!i , i' D 3 2 2 �� • `�b� 585.53' 3" C900 DR 25 WATER LINE M15 G, SS-3 16 Lrf�w JrrJ,j g21 ',, ,, r t l k s, �- ��.� SAN. MH 1 20 RIM EL. = 157.13 �r , INV. NW. = 149.72 / l r r r - !� INV. SE. = 149.62 156.44' 8" C900 DR 14 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 S 7"Z ;, rrG � 10 r41jr / . ••, . �, .�,.•� RI- ;. w .. i f• A ' E 394.35' 8" C900 DR 14 FIRE LINE s, 11.62' 8" C900 DR 14 FIRE LIN5 E a j� f� rs� 5 ` rr \ y / 12 :... _.. • ' 8" PVC SAN. SEWER b o r �, r HYDRANT "A" /2 t 7 nr 7r , fq s 1 ;` 244 LF @ 0.50% ` 5 #' �/ LT H �7 Y 15 •. •'A••�r c �,,a ,� 10.83' 8" C900 DR 14 FIRE LINE ,g •�:o 11 / '� ntsi''� 2 {� • § r r��fr� �� O " HYDRANT 1 •. r� 1y 35.98' 8" C900 DR 14 FIRE LINE :' F" ` 00.31' 8" C900 DR 14 FIRE LINE " � %" ` 'y � � r' \� 1A�. 3 1 r 8" C900 R D 2 RETAIL 2 8 14 FIRE LINE r a 3 . 47.92' 8" C900 DR 14 FIRE LINE ��/. ' REMOVE CAP AND ,- F k V CONNECT TO EXISTING f 45,603± S.F. (GROG) 2 s O { {V ' « / fit'# 2" RECLAIM WATER VALVE 105.51' 8" C900 DR 14 FIRE LINE p / 24 p(Z U (� WCAP , 29982 S.F. (LIQUOR) ::.,` 12 �s;CONONECTVE TOEXISTING SED e</C 8" POTABLE WATER VALVE P O UTI OLITY ` 8 h �` r.'.• v r� ba f 4 212 SPACES 5,5 2 1 e EASEMENT '. 105.51' 8" C900 DR 14 FIRE LINE 13 41' 3" C90 R 25 WATER LINE e,pp ylr ` .' •. CONONECT TO EXISTING ``�� M 15 W :. .. : '•`," + 1 :. ' : ,"° .".: •.; . a, ":: 99 38 3' C900 DR 25 WATER LIMA ` $" POTABLE WATER VALVE ,: �,. � .. ,.. 4, •.• a. : . � .A. , ,� may r �f} .. ,> 7 , ........__.. ..A: 6.71 ACRES •::• ,�`�. „��� 2 , 13.27' 8" C900 DR 14 FIRE LINE. Y ,,, (>*r •,,' CQNNEC�Q EXISTING � ?rx�nl�s. ...., 110.61' 8" C900 DR 14 FIRE LINE +`. ' , • F.F.E. 158.50 / SO' �,� ��.• 13 �, !MANHOLE / ��� o ' 1 /T EX. 68" PVC ,"kwf rr EX. 6 2" POLY •', ' 2 S Y� 16 " ' r SANITARY SEWER \ ,4 €!r> ' 17 / ^ WAT' V J • ER MAIN e 6" PVC SAN. SEWER O ( :�• ,.'A. 108 LF @ 1.0% SS-4 1:1 / �'�. 8' 8" PRESSURE : / g •, ;� ;I • },r � €r � }"�}� SAN MH � � � / CLASS 350 DUCTILE ��/ % `'+ �� I IRON PIPE FIRE LINE/ •�; " .A•' 't: r EX. RIM EL. = 158.34 �� qy G W O T� PR. RIM EL. = 158.05 / /r'.. 2 INV. NW. = 148.64 \ 21 �`r ``�. .. r' EX. 2 8" DIP ry 2�• . ` ' a INV. SW. = 149.00 t I, .� / 'r` WATER MAINS 1 167.85' 8" C900 DR 14 FIRE LINE 8" PVC SAN. SEWER ('1 I y r EX. INV. SE. = 148.54 / 1J- :. . 2 16 / LF P SURE r r 60 1 7% 8.46' 3" C900 DR 25 WATER LINE ;, <' A ° r , ` s " $ 4 CLASS 350 f 6" WYE CLEANOUT 15 88 3 C900 DR 25 WATER LINE r „ INV. = 152.95 2 EX 2 8' DIP% Y. •�� � DUCTILE IRON 1 "V 150.45 8 C900 DR 14 FIRE LINE 6" PVC SAN. SEWER 1 j, r PIPE WATER / . 3 MAIN . m ,„ 1 \ 11.97' 3" C900 DR 25 WATER LINE 72 LF @ 1.0% LINE :« r \ n\\\\ 1 g ATE .. „ 15 r t ° .. r ♦ : „29.99' 8" C900 DR 14 FIRE LINE 116.21' 3" C900 DR 25 WATER LINE 'a t r` „ 12 5 P / v HYDRANT B � ;• � •7.64 8" C900 DR 14 FIRE INE SS-9 01 136.64' 3" C900 DR 25 WATER LINE 8 ' (�wT) " .31' 8" C900 DR 14 FIRE LINE O� 3 V� .. .o r r 1 0 SAN MH CONNECTIBUILDING RIM EL 157.81 ONS TO �- (�V b = •. �m Y� INV. NW. = 150.25 SCALE 1:10 , " 'i 10 09 8 C900 DR 14 FIRE LINE sy " I4' • _ 0 9 i ' O 61.04' 8" C900 DR 14 FIRE LINE ` / err _ F s SE 150 2 206.65' 3" C900 DR 25 WATER LINE INV 'a l 1 O C 3 \ HYDRANT „C„ Fw /k 2 GENERAL NOTES: s F O \ \ x'' 4 ..._ 5u,, „�,, {tt 'w a. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL I..n"z i r,. „_. ,.,, 4t Mz,. u�,"''•. ,, .. r „,., �� €��r ,; " r ; c� ° i , 8" PVC SAN. SEWER BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING 1' F @ 1 STANDARDS MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES + .,k )00 l \ t t. ,� . i`'t•" . �,.tto ,',4:` T }. NO' \ 5 15 r ,: 7 NOT PROVIDE EXEMPTION FROM THESE REQUIREMENTS. J "^ O t `� t qv3 ` mte ,.�r,`."'tt} i#" ;' s. tV, s, "„ O _ ,r...r .zi ,,„ I ..:;.:." ... r•..7,, m.. r� „:, ....... .tr ,. •r "�` Ni,., ,y r �. ,, '�. ,x. r .. ,.. � =' � .,,, r -` `�15 / . - �%„k� � � _ ,; 'fit 1� � r .ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE i • 2 "r R> r'r ' " r ' REQUESTED AN APPROVED IN WRITING PRIOR TO CONSTRUCTION. ;, F , , h SS_1 Q 63.44' 8" C900 DR 14 FIRE LINE 6.38' 3" C900 DR 25 WATERLINE, ) 'hXNY It SAN. MH i V �.; � ,.,.. �,.-• <> �-�, `�, ��� �,�� � ,�� f r'`rr.r '�+��„ �'t��~�. � c. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP ` I a r RIM EL. = 157.51 STANDARDS SHALL BE FOLLOWED FOR PUBLIC UTILITIES `r I ; r i yf,z *4.. ,. ,f t sk ..r'"'� f"�{ M"A" r _ ys�t r INV NW 152.23 Always •11 two full business days before you dig „+,,, r....,. s. , ,:,. �" ';! .. ., „°•w, '"n,... 3 . sr: ,t47f e, u'.. r`' ;�# z ,.. r 1, 1 INV. NE. = 151.98 �N,' s ` : , ,,..,., ; d. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS rk , ...... .,,:. �•, w s t.. i z " rELMANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST, AND CITY a e, H1 F °t f' . ,, k 7 DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED. i r AW ,asl��� r N,- r- 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 E x THE FOLLOWING FORMATS: } rm� r i }" e. t , :;, s i' ,r{ „.,`,, , '. i :' r ',..,.... r 'r, ,,.. : . �' / "-;-.. ••.t' -. ,•,.. rr-�a'=�£ �,,�,'"„ 'Y 11'" 1 r >¢� .,A ,k„m,: r n� ���rr`� C) .,j, i. ONE PDF COPY www.sunshme8lLcom �m r` . ii. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES. ?. ,•t ;' . ,sty : s><, li �'O , f N ��zk:. 1 ';i`, A G a.,,r' „'wr,~ „ 1 i.,�wik. ,4� I, r r l,s ""y"'U �. ts... S „ak a IE-' ri r, li�.f 1'G.m, „„ . r. v :�,�? r w' >5` t'jr€i y f T.. era,. ,..el.. A�..-_ , LIGHT POLE LOCATIONS NO. NORTHING FASTING 1 1550566.1199 482308.1832 2 1550628.1449 482200.9130 3 1550749.8783 482137.3680 4 1550787.8573 482052.0474 5 1550893.2616 482050.0684 6 1550875.5636 482096.8314 7 1550951.8276 482161.7914 8 1550958.7819 482054.3914 9 1551009.3816 482094.6621 10 1550811.4439 482481.4602 11 1550734.6032 482471.7780 12 1550596.0631 482373.5575 13 1550666.1736 482434.9061 14 1550841.1252 482433.9333 15 1550925.5266 482506.4176 16 1550998.9429 482551.8351 17 1550912.1263 482339.6844 - I -1 9.8976 482407.2179 19 1551104.9738 482479.4707 20 1550983.1273 482245.4355 21 1551081.9897 482311.2710 22 1551173.7413 482377.0350 SITE DEMAND: < • DOMESTIC PEAK FLOW: 87 GPM • AVERAGE DOMESTIC DMPAND: 2545 GPD < • AVERAGE SEWER LOAD: 1750 GPD • AVERAGE RECLAIM DEMAND: 1555 GPD 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. S L C F S It G T I 1 4. FOR ADDITIONAL INFORMATION, SEE IRRIGATION PLAN SHEETS IRR 1.0 -IRR 5.2 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. 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. F- F- W W O O U U W Ill O O O O I_ F- O N d d � 0 0 N N (B N O a a a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 © 2025 Z O F_ a F_ a � UJ LL o O U. ~ W Z a w v I- O � 0 CL 5 O U � W V W � LL O � U 300 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C1.4 J: \W131430\Civil\DWG\_Current_Plan_Set\W131430 - Composite Utility Plan.dwg, 10/7/2025 9:53:54 AM, Benjamin Hansen, Page 34 of 104 1 2 3 4 5 6 7 8 9 10 11 12 ATTACHMENT # 2 PAGE 1 OF4 ATTACHMENT # 4 PAGE 1 OF4 ATTACHMENT # 3 PAGE 1 OF4 WATER SUPPLY SITE SURVEY PROJECT: BIG BOX RETAIL WATER SUPPLY SITE SURVEY PROJECT: BIG BOX RETAIL WATER SUPPLY SITE SURVEY PROJECT: BIG BOX RETAIL FIRE SPRINKLER DEMAND LOCATION: CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE FIRE HYDRANT DEMAND LOCATION: CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE DOMESTIC DEMAND - BIG BOX RETAIL LOCATION: CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE CITY/STATE: OCOEE, FL CITY/STATE: OCOEE, FL J r FL CITY/STATE. OCOEE t 7 £ co h r co m 1... t t# } ! r+ w c t. t # } f p p A t f } £ 5 t t t 5 r Y. ............................... ........................ �t ,. ..E «« r r .r:... rt t. .. t +, +,,., „ :. rr ..t i .,:.. :� ,:,,. :. ,.. ,#r•I+... t : ::_: _ _ Better 77 t 7 t # t t f Communities Together :...,..+ 1. l }., ,.. r:.z; a.,i t £ ,.,:..,+: t: :.,,. t i } :•J } f i$ t.'i b .t t } J'... ., r r },} .. .. .. :+ .. .v: .t. f:.. :.. .+.< ,.<, ,. }„ a<::: t + ,. .,t+:. . ,,,4 r :>.:.:.:> ..: ,t :, t, ,{, ..r} „t.. Iz .,rt,'• t,f: Jt3 t }t J c:s 11111 t fEtif }{r l 54 44 1679 165 160 54 44 1679... 165 ..., .::.: 160 ttti }#:tff}3rI3 tt lltt}ztt}u t�t,tuF 7r'}i{, ���� tt��tst5 �f t, 1125 BARTOW RD '® •1 • • • • • • • • • •LA s • ® • • ® 1 ®® 1 ®--- --- ® / ®® / ®--- ---Plans Prepared By: Gauge Hydrant Location: N. Lakewood Ave Clarona Ocoee Road CPH,LLC and I: N. Lakewood Ave and Clarona Ocoee Road 11111 Flow Aydrant Location: 11. Lakewood Ave, approx 800 ft. southwest of Gauge Mydrant A Full Service A & E Firm Gauge Hydrant Location: N. Lakewood Ave and Clarona Ocoee Road Test By: Telgian Engineering and Consulting Date: 9/13/2024 Test By: Telgian Engineering and Consulting Da te: 9/13/2024 • • • •Lakewood Ave, .•• • :11 • of Gauge • • • : •- D• • • •• 111 • • p Double Check Mfg: AMES Mode 200OSS Test By: Telgian • • and Consulting Date: • 1 1 1 •: Model:• Backflow • •- Reduced Pressure Mfg:-• • ••- :•I MiNiMil Water Meter: Size:2-inch Mfg: Sensus Model: OMNI C2 MINOR I Monsoons on on 1111 monsoon �! •• ^ -• • p •• • • son INNNN NONE mom MEE MEN ME NEON ME =1100=mom • 3 • • • ®® • ® ! ! ® • • ® !MENEEMENEINEEME mommommoommmmimm 1' NONE NOMMENNEENELEMENEENE lmmmmmmmmmmmmmmmmmmmommlm nommossommossiol milli IN loss E Elm In MENEM # • -• ! No Elevation Adjustment ! • - . _ !^ •^ !^ • ! ! 1 i! �!! ®!! i!! !!i 11 did •li ®1! Ai! ! • • • •• 1 1 1. Pressure available at test 54 54.0 2. Elevation Adjustment 2 Included in Calcs Included in 3. Pressure loss due to friction 0 Calcs Pressure at base of riser 4' upstream of BFP & meter 56 47.5 5. BFP loss/preload -9 -12 6. Water meter loss 0 -2 7. Pressure at base of riser 47 33.5 8. Low Public Pressure -7 -7 g. Total base of riser pressure 40 26.5 Pressure Calcs Ia cs a cs 87 54 Pressure at base of riser 0 Included in Included in 3. Pressure loss due to friction 4 56 44 upstream of BFP & meter 4 Pressure at remote hydrants !S t 5, BFP loss/preload -2.5 -3 t} f f 56 42.5 42.5 { t 6. Water meter loss 0 0 upstream of BFP & meter 5.1BFP loss/preload Pressure at base o riser -2.5 -3 -3 7' 53.5 41 downstream of BFP & mete Safety Factor and Low Publi 6. Water meter loss 0 0 0 8. Pressure 12 12 Pressure at remote hydrants 7' downstream of BFP &meter 53.5 39.5 39.5 g, Total base of riser pressure 41.5 29 11 8. Low Public Pressure -7 -7 -7 at Available combined pressure 9.1 46.5 32.5 Total Fire Flow Demand Telgian Engineering and Consulting Telgian Engineering and Consulting Telgian Engineering and Consulting 0 E T) ATTACHMENT # 3 PAGE 2 OF4 WATER SUPPLY SITE SURVEY PROJECT: BIG BOX RETAIL DOMESTIC DEMAND - FUEL CENTER LOCATION: CLARCONA OCOEE ROAD AND N. LAKEWOOD AVE t6 CITY/STATE: OCOEE, FL aaaaaaaz }t}fi i3 3ttr rtE$i2t}ti'ttf{Itft if{i It}{£i }it� t }1 t tsttitttJ} tt Designed: M. L MELI 54 44 1492 165 160 Drawn: D. COLLAZO 4 i J r 3t t { ► t }, t t } t t r } } Checked. J. LOCKHART 4 } t t { t� r t F 1. } .. tv� i+;,+� rst t 4 r!<n:<3 2.5 0.8 25 2.5 0.8 25 Date: 02/2025 ©2025 Gauge Hydrant Location: N. Lakewood Ave and Clarona Ocoee Road Flow Hydrant Location: N. Lakewood Ave, approx 800 ft. southwest of Gauge Hydrant Test By: Telgian Engineering and Consulting Date: 9/13/2024 Time: 10:20 AM Backflow Prevention: Size: 2-inch Type: Reduced Pressure Mfg: Febco Model: 860 Water Meter: Size:2-inch Mfg: Sensus Model: OMNI C2 O t t t } t r t 3 III.IIIIII k7 7 ; 4 1 f t r t ) J t t t } }1 t r { } 2 4 t f 2 l { tt t I t 7 a { t 4) t t i t J i t t t r { t , f t } t I } i t t 1 i t },r ri r<f, t; t t 4 4 } # r t t 4 1 l f } t i t t r tt { t s 1} t t is } 4 t 4 t t t t} F { 7P t t) # 1 t z t i t f 4 } r t 1 t: Y 1 E # { U. t t L { { t r t t # t 3 } a t 4 } ttr t r J t a $ s, r{ } 7 s 3 3 t 4 t $ }5 F t t .' 1 3 t t 3 Y': :I.. } „ .. t t } t { l t }+ It r t i r } t t 7 2 t t 3 7 i F} Y I f if G r f Z t t. } t.; � t;: fit 7 G ',} t t { rt t I t t t S t ,{rya 5 1 t i # t } }5 } f rt 3:r ti A. �r.8 ,:#:, } ::5f r��t. r ,f{, }tist .+r s,: i:.:. r, ,,}:+:: r} rf+.:.,,: t ,t t tt r f;: t4 tt } Y} ff {. {t tt.::3 t tr its t2. v♦ � t 1 1$ 1 k t I. i 4 ,t. { r t Y 4 f } { t t {J { } Y I { 4 { . t t t; .. ?••••. y 4 t �. t 1 , f :1 - } } :. } }, t } t.. r } r t f r t 'Jt t i r 4 k } { 7 3 { t t } f ! t t' i.. 4 att ttt � S#t { fr; E :'.t }; f ! (t� st'} r ::'•$ 3 } r # t S } � 4j s{.t: �4} f t{}4 i } f,. # f {.. f#t { }' 4ftt 4F t LL r }.. ..i t £ {... t t t } t: z tro t # } t4 2 $ { . } E Y 1 t } {, r' 4 F t f > W t t t t 1 t t: Y i t i f t ) r { t } # r 1 r f ft a t t } t t $ t f i•. tt t. 4 :_.. t r i {s 44 t t t 5 t t �f tI t it t i t f 7 i f {} J t 4 7 r f } } t � t 1.1. O $ l { t t 1 t £ { fg s r f r S ! £ t } S f f t W i t-. S.. {:. 4 S k �. t t r t :r ! t. f F } r } { S $ t f t f t t k } t f O { I 4 t f F t f j 3 $ t t 7 t t t 7 S ! f { } f t t r t r t } S t £ 7 t ? 2 r t t i f: { 5 ILL t t t { J S 4 t r t } f { } 5} 4 { f t f t f J r i ! t t { t f } # } x s t t f t r ll.tI r 4 t. 4 4 f at f. I t ! fJ { (( t I t # } tr J t r t i t F }t f t } t t tf tU { t t { { f t. H r: t.rn,: Flow Rate (gp 0 87 , t {41�},70�5 } { 1. Pressure available at test 54 54.0 2, Elevation Adjustment 2 Included in Calcs 3. Pressure loss due to friction 0 Included in Calcs Pressure at base of riser 4' upstream of BFP & meter 56 46.5 5. BFP loss/preload -9 -12 6. Water meter loss 0 -2 7. Pressure at base of riser 47 32.5 8. Low Public Pressure -7 -7 g, Total base of riser pressure 40 25.5 87 W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Page 35 of 104 www.cphcorp.com Building Better Communities Together Plans Prepared By: CPH, LLC A Full Service A & E Firm High Density PDU V 0 t­_ 'T 0 b z W u- 0 CLARCONA OCOEE ROAD This item has been digitally signed and ENTRY DR FRONT (AADT 211200) m x sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature y, Treated as 3.5ft wall w/ must be verified on any electronic 4,5ft columns copies FUELAREA F- 4-1 0 SF4 28 B i2 0 �2'0 7 . 1A . 0 8 '09 '12 '16 '1 8 124 `X 'sF4 28, B �IF,i 2 B 8 1 0 . . . . . I I I I I 1 4 72 9 92 1) 923 7 1 Iy 2 7 y 1 7 1 3 1 4 _�l 2 2b 24 1.5 ly Ge 0,9 13 17 2,7 28 28 .30 2,2 1�2 09 to 1A 2 13 '23 '1 P 13 12 '10 '10 '1 5 12 4 16 0 �4 5 'S 7 �2 5 22O 1 4 '1 0 '1 2 'In '3A '1 '28 '17 1.4 '1,0 t9 '12 '15 10 11 IS 1 5 21 2.0 20 2 1 2 1 0 0 8 07 0 1 11 11 1 7 10 1 9 2J 13 13 12 10 11 1 7 2 7 00 [1 26 Canopy i2 Offset �IH528 H, 3 5 2 �2 1 '11 '2 '1 3 12, 3 12 3 12 3 0 '1 F, '1 3 '1 1 8 '1 0 110.7 '1 1 �t -1 '? 7 1 3 4 7 FD 33 20 3 5 '39 26 DIF4_28 1,3 '1 s 1, 4 '1 3 '1 1 12 % 7 T, 0 P ­7 1 The magnitude of the differences between F, 2 . . . �2 �2 2 detailed analysis methods and field I I 1 4 S4, '23, U 1A 12 1 2 1,31 U 11 1A 1A 12 1 7, 7�, 7_5 3y "ro P ''I " I , W, measurements varies. In general, differences 211 21 of less than 20% can be expected, but in extreme 'IZ' '12 14 1, 6 '2,2 2 8 1, 6 '1, 5 '1,2 '12 '14' '2,1 '22' 11 21 ly 1,6 1�5 1,3 13 13 7_6 33 17 3,6, 37 97 cases, where a calculation method cannot handle the complexity of the lighting system, they may 72 0 '1 J '1 5 3 61 3 9 '23 '2Z '1,9 '17 13 -13 .18 .2,1 '2, 1, 9 '1,7 'lA '1, 4 'L8 'yl 12, 8 9 '�o 9 211 8 2 be greater. A more complete discussion of the 11� 0 7 14 cart on snare is available, 3 '1 4 12 13 72,1 ,3,2 13,� 1 '3 1, 18 13 13 '22 ,' 32 'i,2 13,3, 13 '21 1, 8 -11 0 '2A 5 '15 '14 73 4 2 1 23 , I , . I " . .' I "I , 1, 1 . 1 . ANSI / IES LS-6-20 -1 12� - -2,1, -2,8 2 '53 4 2,3 '54 4, 713 2S 0 12, 9 '1 '1 "18 3 1 5,, 1 5 2,1, 2,8 2 2 23• L string science: Calculation of Light and its Effects 4,1 '1 4 '1 2 .1 .1,2 .14 8 0 �11'4 8 4 '2,8 '2,1 '15 '15 '2,2, 8 2 15, 0, 1 '4 8 4 13 2 12 7 '2,3 1A 1, 1 "A '10 '14 6 9" 29 2 '1 1 '�IH5_28 5,8,, ENTRY DkFUE' I H5 28 5S 2, Provided for: 1,1 13 1 *2 8 '32 8 '2 1 '1 5 '15 '2,2 A %p 3 8 12 'Y 1 '5 2 0 a 0� 21'5 3 31 26' 51 VJ Miguel Lomeli 0 '1 5 1 1 1 ' 6� G 1. 1.3 1A 2 p 27 3, 1 0 'S2 *5 1 15 2 '3,2 12,7 '?.y '1 5 '1,5 1 15 1 - 2 32 , y7 *2,2 1A 11 1A 2y '2 9 33 `p 3 15 6 13 4 12 8 21 19, CPH Corp '�14 2�_B %F4 28 B 1� 2 y/ 6 .. . 1 9 'l 9 '1A '17 12 0 12 1 0 13 0 "3 1 2 12 0 '1 8 '1 3 '1 3 -b17 1 122 '31 'T,92 1 12 2 'Ie, 1,2 3 1 0 '2,5 '2e '4 6 '4A '4a 2 q, 24 1'� 10 Patick Kelly -Current 2 lip Luminaire Schedule 27 2,7 *2 8 216 23 8 22 '1 9 '1 7 '1 3 '1 1 '1 Z 1 7 0 1 9 9 8 7,3 '7 q 2 �3 6 7 12 2 3 11 5 *1 8 21 �27 2 '1 9 '1 7 4 'l p 12 29 2A 1 8 '5 �p W M 21 4 1, 1 3 1 FUE1 I Symbol Qty Label Arrangement LLF Description Arr. Watts Art. Lum. Lumens BUG Rating 2,3 920 '1 5 '1 7 0 *2 0 12 0 0 1,8 1,6 1,5 3 2 0 1 '1 9 , 2 '1 3, '1 6 1,9 27 7 127 '1 7 09 MOSK DW4 28 13 t.3 11, 5 17 1,8 I�Zl 21 1 3 1 D1D4_28 Back -Back 0.828 2-EALS035D4AF75ONDD1 BLCKF 25ft pole on 3ft base 140 20000 B2-UO-G2 2 ------------ . . . ............. . 2,0 Ic 1 2 1,3 1 3 U '13 4 4 '1 �3 '1 3 '13 1�5 lu 1 7 20 2n '1 9 '16 '1 6 '1 4 1J, 08 D1174 28 2-EALS035F4AF75ONDD1 BLCKF 25ft pole on aft base 44 11 1 1 2 '1A 1 �3 'I �3 ,t 12 1, 1"L 108 1,5 '1 5 5 1, '1 2 E., 2 Back -Back 0.837 232 30000 I 62-UO-G2 0,7 -2 2 '1 7 '1,2 10 '1 1 '1 2 '1 '1 '1 �5 '1,5 1 '1 A '14 1 1 �3 '14 '0,5 �5 'I a 7 '18 '1 �7 'I �5 'Ie '1A 1 �3 14 '1�5 'lu 71 �7 1 117, '1 7 '1 9 4 '1 2 '1 Back -Back 0.837 -EALS035H5SM75ONDD1 BLCKF 25ft pole on aft base 7 yd� 3 1 7 7 D1H5_28 2 280 40000 B4-UO-G2 Provided BY: 2A '3�8'2 LCK, '21 125 1,12 8 '2 9 '2u '22 20 1�7 lo 1�7 11 DIJ15 28 Back -Back 0.837 2-EALS035J5SM75ONDD1 BLCKF 25ft pole on 3ft base 372 50000 B4-UO-G2 1 7 2 1,8 2 2 0 --'1 IJ . . . . .. I i� -_ I - - Application Solution Center WJEL PARKING 4 1j,' Oq JJ - 1.3 1 G A �8 2 24 2�5 y4 20 1 7 M 6 SD4_28 B Single 0.828 1-EALS035D4AF750NDD1BLCKF w/ I-ELS-EAL-RBL-BLCK 25ft pole on aft base 70 8900 B1-U0-G2 apps@currentlighting.com 2: '2-88-393-3774 0 '7� 1 7 1� 21 1 7 1 �j:2 169 1, 5 1,8 12�7 1A AA V4 2,9 2,3, 2,� 6 1B 22 23 2�9 3 5 12 35, 3A 24 2,3 Y.B.1�8 Ix 1�8 2p y2 2,9 2u 23 \ . 11 ''1 1" , ^4 > 9 SF4 28 B Single EALS035F4AF75ONDD1 BLCKF wit I -ELS-EAL-RBL-BLCK 25ft pole on 3ft base '1 7 0.837 1- 116 13400 B1-U0-G2 la 2A 23 3 4',!' 73 3 '3e 2,3 2A 1�7 la 2p 12c '3e 9 '2e '1,9 0 '23 72A '3u '15 '16 'In ou 4 SH4_28 B Single 0.837 1-EALS035H4AF750NDD1BLCKF w/ I-EL-EAL-FBL-BLCK 25ft pole on 3ft base 140 18500 B2-UO-G3 3010 Spartanburg Hwy,, %F4 2810 "(" 15,7 3a 3 5,5 S�Q, 7l7 3 0�_L `0 �7 -09 -08 8 1 3 1,?l '3Z 69 d-0 19 d-Oi-S d W, AA 14 3, 13 7 East Flat Rock, NC 28726 "o 4r32 3A 5,334 5,3 SH42fV ry BENIFICIAL SPILL TO ADJACENT CROSSWALK C: BENIFICIAL SPILL TO Q 9 2 1 0 8 7 7 8 8 70 q I I '1 7 q 'I �1 2 0 7- 3 ADJACENT CROSSWALK .1 .57 .53 .33 .30 .22 '1,9 .34 .38 .63 '6 8 4 0 1_9 0 0 8 V4 *6 3 3 9 & INTERSECTION 6 0 5 3 4 19 4 2 27 11 '1 n . I I I . . . . I I I I I . . . . . I . . & INTERSECTION 1 1,7 1 9 1 9 18 1 4 (1 11 q D �, 0 t' 0 8 0 � 1 0 1 0 1 1 3 1 9 2 43 1,7 28 30 3 53 57 55 5, 8 39 30 27 13 17 2, A 26 34 �,,o 4 8 5,5 55 -A 52 > 5, 2 4 9 49 45 29 2 2 47 4 1 4 0 J 8 28 ENTRY DR E LED STATISTICS SHOWN ARE AT 50000 HOURS L92 & L93 RATING (-12 YEARS @ 12 HRS/DAY) (D U U 'I '1 6 '1 7 '1 2 q 'D 9 '1 0 1 '1 1 13 '1 4 '1 4 6 '1 2 1) !3 3 . . . ' ' I ' ' I I I ' ' ' I ' ' ' ' ' ' I I ' 1 7 ry 38 33 32 29 20 1,q 16 18 2,2 23 3 3 34 32 35 26 22 2 1 1 9 1 q 23 3 1 30 15 Is 34 4 1 ---- --- 4 2 4 0 40 3 1 72 4, F, 3 ' ' " 1 " 4 "7 11 1 0 1 2 1 5'cl' 1 ENTRY DR,,"�" 4 4 'z 13 L92 = OPERATING HOURS AT WHICH AN AVERAGE OF 8% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS. '47 0 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. ODP ASSOC 3 T 4- 0 THE POPULATION STILL EMITS 93% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT. 31 4,1 SH4 28 B WALKWAY 6 5 1 PARKING MAIN IN COMPARISON, NON -LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40-50% OF RATED LIFE, DEPENDING ON TECHNOLOGY, -26 21 FRONT AISLE AND RATED LIFE OF B50, WHERE B50 OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED. �14 7 ti �( Canopy offset <1 <1 0 z 24 23 2 m' 7 . 21 Designed: M. LOMELI 2 0 Calculation Summary Illuminance Foot -candies 7.22 3 2 Label Avg Max Min Avg/Min Max/Min # Pts Drawn: D. COLLAZO 21, 4 G 1' Bale Pallet DSD Path 1.38 2.6 0A 3.45 6.50 37 Notes: 0 CC) New site plan W1 31430-BASE-LS provided 2-13-25. 2.4 2 G BIG BOX RETAL 4 Entry Dr E 121 6.0 0.7 4.59 8.57 53 Checked: J. LOCKHART ---------- Entry Dr Front 1.97 5.9 0.5 3.94 11.80 148 '�H4 28 B 3 25 OCOEE, FL Corrected store number to be #3657 and revise to have 7.Ofc max. Entry Dr Fuel 1.23 2.7 0.6 2.05 4.50 10 Job No.: W131430 0, 1 AA 7 PARKING E - 0 ) 3 i Entry Dr Rear E 2.30 3.7 0.7 3.29 5.29 27 Big Box Retail mounting height 28ft. 12, Entry Dr Rear W 1.42 3.5 0.4 3.55 8.75 46 (1) Date: 06/20 @ 2025 , 28 C 3,�� Entry Dr W 1.75 4.3 0.6 2.92 7.17 113 < 0,\ Standard voltage 480v at fuel. F428B '1 7 00 Front Aisle 3.63 6.8 1.5 2.42 4.53 87 .0 if C\1 Front Sidewalk 2.58 4.4 1.4 1.84 3.14 30 1 6 1 7 b 12 Site property lines do not join any residential property. 2 "t 1 '13 0 0 Fuel Area 2.30 4.2 1.5 1.53 2.80 94 (N 11 1 6 7 9 2,0, 0000-1 17 1 5 1 1 Fuel Parking �-2.52 3.0 �-1.8 1.40 22 %P 0 Big Box Retail Spec applied. Qw , 'I P, a 12 ODP Assoc Walkway 2.62 4.0 1.6 1.64 2.50 31 (D 4 �­ 14 2 5 11 ODP Parking 2.89 6.1 1.5 1.93 4.07 84 Benificial spill (1.Ofc max shown) to adjacent intersections, crosswalks 2.25 4.0 0.9 2.50 4.44 58 C: 0 0 f 07 '(t 7 Parking E 0) 'b " 'b " '0 0 4 1 1, 9� 11 1- Parking Main 2.35 7.0 0.7 3.36 10.00 683 & sidewalks as noted and not towards residential area. 'n 9 '1 0 11 12 '1 "6H4_28_B Rear Drive E 1.05 2.7 0.4 2.63 6.75 68 4- 41 0 11 J Rear Drive W 1.46 2.5 0.8 1.83 3.13 41 z 17 RX Drive Thru 155 5.1 2.1 1.69 2.43 15 M "0,' 10 16 7 ------____ ------------------ ] '1A '1p '1,6 LA,6- ....... Vert 5ft East Prop Line 0 8 12 1) '3 4 '3 7 6 7 T) 8 ENTRY bR 'na 'OL8 "n 'le 0.50 0.9 0.0 N.A. N.A. 65 REAR W -1A .1,6 -Je "I L 8 Vert 5ft Front Prop Line 0.25 0.7 0.0 N.A. N.A. 71 11 S 17 .27 1 1 t Vert 5ft Parking IN 1.81 4.7 0.7 2.59 671 15 17 17 12A 72 5 6 7 '1.0 .2L5 '42 8 ENTRY DR V M 1�2 f -1 1.2 1.0 0.7 0.6 0'5 OL5 Ou OL8 11 1,7 2 Vert 5ft Parking OUT 1.41 4.2 0.5 2.82 8.40 15 12 3 12 1 1^s "1A '13 a7 0A 0,5- Vert 5ft Rear Prop Line 0.06 0.1 0.0 N.A. N.A. 35 . . . . . . I . . . . . 7 . I I 03 1.1 1,3 1,2 13 1.1 0,5 Ou GZ 1,2 1,7 2,5 ZIT- -2 REAR E 1.0 0.0 ----------- I . . . 7 . T Vert 5ft West Prop Line 0.29 N.A. N.A. 81 z in 1 A 1 A 13 13 1 2p 20 2,0 03 08 1,2 1.?REAR DR W REAR UJ --- - ----------- RDRE 0. 0 - - - ------------ LL U_ LLF W j3LVIDw0 C014E o 0 T HERS) 5; 00 C14 0 u- BA IS -0 (PROP0 Lo UJ 0 0 C) 0�. C) < a LOCD00 High Density PDU U-) 0 > co 0-06 C5 0 a) M-0 W C;) 0 LU 2) 'M C:) z U) C:) CU LL C) X _J 0 Lo 0 U _J Co 6 a) Cc: Q) > N 0 75 r_ 0 > 0 co 0 W E5 -r > THIS SHEET NOT VALID FOR P�N 0 X 0 Scale: 1 inch= 50 Ft. CONSTRUCTION WITHOUT THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE. Page 1 of 1 COMPLETE SET OF PLANS. Sheet No. PHml :\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - Sheet Set Sheets.dwg, 10/7/2025 9:54:13 AM, Benjamin Hansen, Page 36 of 104 it ro 3 4 1 5 7 8 9 10 11 12 A 0 10 F M a �1 i r E 25 Sunshine8�� com IL ww .sunshine811.com 20 0 20 40 Graphic Scale in Feet N 6 \\ e ° \ °' \\ ° ° e. a. \ ° a ° \ a e7 tl tl A 0 ° a ' e ° .. ' e e 19 ° e . IA A. . A*. a <. a° °. `a° ° a if. a, " a' tl -A �' ° °.. ° a ° ° ° a' e . dO -.tl A :. ° 0, a .'A °tl A ° a. e tl . R3' ° ems,° A •d ° A.- e .Q ° tl 10 A O e ° !tl e d i I 2 ° e. . 7 ° A ° a: < 3 4 < ' A'. a ° A i . .. .' e 21 2 ° e 22 A e ° . �s FUEL KIOSK 23 S° R3, �.♦ 1,618 S.F. F.F.E. = 159.50' 24 15 15 A` 11 : R10' (PE) ♦♦ 13 5.00' 1 � (s R ♦♦ 2A 13 (T3) 0 �♦ 0, (P- 13 ., 9 ♦ ♦ ��3 6 25 .�� 8 h� X4` r 511 C, 0 R35' 8 26 (ST)' 9 ti R35' ✓ A. 10 v 12 4�Q' 6 �t<, Q' v� r \ \14 + \ Q) 14 \ t, R30' �/7 �67 O O WIN PROPOSED LEGEND SITE LEGEND - - - - PROPERTY LINE O SEE ARCH PLANS FOR BUILDING DETAILS AND MEASUREMENTS. - - - - - - - - - PROPOSED BUFFER LINE O SEE STRUCTURAL PLANS FOR GAS STATION CANOPY DETAILS. GUIDE RAIL FENCE (AS NOTED ON PLAN) O CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH UTILITY 10 PARKING SPACE COUNT PROVIDER FOR DETAILS. ACCESSIBLE PARKING SPACE PER FDOT INDEX NO. 711-001 AND SIGNAGE TRANSFORMER 4 O O PER FDOT INDEX NO. 700-102 TYPICAL. SEE DETAIL SHEET C5.2. PEDESTRIAN CROSSWALK, SEE PLAN FOR WIDTH, SEE DETAIL SHEET C5.2. O 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET C5.0. HANDICAP RAMP 1:12 SLOPE (MAX) O7 PROPOSED SWSL / 4", O8 NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST, SEE DETAIL SHEET C5.3. O9 PROPOSED DYSL / 4" (LINES TO BE EXTENDED FROM THE STOP BAR OR CROSSWALK), SEE DETAIL SHEET C5.1. PAINTING STRIPING LEGEND 10 12" WIDE STOP BAR AND STOP MESSAGE PAINTED ON PAVEMENT. SEE DETAIL SHEET C5.1. SWSL SINGLE WHITE SOLID LINE SYSL SINGLE YELLOW SOLID LINE 11 PROPOSED CONCRETE SIDEWALK, 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE. DYSL DOUBLE YELLOW SOLID LINE 12 ARROW PAVEMENT MARKINGS (TYPICAL), SEE TYPE INDICATED AT SYMBOL, SEE SWDL SINGLE WHITE DASHED LINE DETAIL SHEET C5.2. SBYL SINGLE BROKEN YELLOW LINE 13 PROPOSED HANDICAP RAMP TYPE CR-G, 1:12 MAX. SLOPE WITH 2' DEEP DETECTABLE WARNINGS, PER FDOT INDEX 522-002. 14 PROPOSED MONUMENT SIGN LOCATION, SEE ARCH PLANS FOR DETAILS. PROPOSED PAVEMENT LEGEND 15 PROPOSED CONCRETE RODENT BARRIER, SEE ARCH PLANS FOR DETAILS. 16 SIDEWALK: PER DETAIL SHEET C5.0 PROPOSED TANK VENT SYSTEM, REF. FUEL PLANS FOR DETAILS. F7777] ARCHITECTURAL CONCRETE, SEE ARCH. PLANS 17 PROPOSED UNDERGROUND FUEL STORAGE TANKS, REF. FUEL PLANS FOR DETAILS. HEAVY DUTY CONCRETE: PER DETAIL 18 PROPOSED E-STOP, REF. ARCH. PLANS FOR DETAILS. I:GjG1 G�G G� SHEET C5.0 19 PROPOSED FUEL DISPENSER (TYP.), REF. FUEL PLANS FOR DETAILS. HEAVY DUTY PAVEMENT: PER DETAIL SHEET C5.0 20 PROPOSED AIR STATION, REF. ARCH. PLANS FOR DETAILS. STANDARD DUTY ASPHALT PAVEMENT: PER 21 PROPOSED PIPE BOLLARD, REF. ARCH PLANS DETAIL SHEET C5.0 22 PROPOSED TACTILE WARNING, REF. ARCH PLANS. SIGN LEGEND 23 NEW SIGN MOUNTING AND BASE WITH BOLLARD, SEE DETAIL SHEET C5.3. (ST) -a- STOP (R1-1) (30") 24 (1) PROPOSED BIKE RACK. TOTAL CAPACITY OF 1 BICYCLE. (P3) PICK UP SIGN (ARROW RIGHT) 25 24" THERMO STOP BAR PER FDOT INDEX NO. 711-001 (T1) (T2) -a- TRUCK ENTRY SIGN (ARROW RIGHT) TRUCK ENTRY SIGN (ARROW LEFT) 26 6" DYSL / (THERMO) PER FDOT INDEX NO. 711-001 (T3) TRUCK EXIT SIGN (ARROW LEFT) (PE) STOP HERE FOR PEDESTRIANS (SEE DETAIL SHEET) (HC) -a- ADA SINGLE POST SIGN (ST1) -v- STOP (R1-1) (36") NOTE: 1. ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD REPRESENT PROPOSED CONDITIONS. 2. CONSTRUCTION OF WESTBRIDGE COURT AND 3. ALL STRIPING ON THE RIGHT OF WAY MUST BE 2 THERMOPLASTIC PAINT. N.T.S. IF ffgmww� 0 @OL@ www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 CO C0 Z Z 75; 5 O O W W 0 0 O O O O F- Ir- O > 13) d d Co Co N N co Nco O a a a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 © 2025 Z Q Z O a. W Z CO UJ L=L O LLL I— � Z Q W U U) �- O LL C� LL! O w v O >- F- J Z W W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C3ml J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Enlarged Fuel Plan.dwg, 10/7/2025 9: 54: 31 AM, Benjamin Hansen, Page 37 of 104 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Enlarged Fuel UP.dwg, 10/7/2025 9:54:56 AM, Benjamin Hansen, Page 38 of 104 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — Enlarged Fuel SGP.dwg, 10/7/2025 9:55:24 AM, Benjamin Hansen, Page 39 of 104 E N 3 0 5 6 - • • •�AL am- i• • 7 8 N 10 HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING A 3 C G il 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. DA 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. 1. DISCHARGES FROM FIREFIGHTING ACTIVITIES. 2. FIRE HYDRANT FLUSHINGS. 3. WATERS WITHOUT DETERGENTS USED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES. 4. WATERS USED TO CONTROL DUST. 5. POTABLE WATER SOURCES SUCH AS WATERLINE FLUSHINGS. 6. LANDSCAPE IRRIGATION WATER AND DRAINAGE. 7. ROUTINE EXTERNAL BUILDING WASHDOWN PROVIDED NO DETERGENTS ARE USED. 8. PAVEMENT WASHWATERS THAT DO NOT CONTAIN DETERGENTS, LEAKS, SPILLS OF TOXIC OR HAZARDOUS MATERIALS. 9. AIR CONDITIONING CONDENSATE. 10. SPRING WATER. 11. FOUNDATION OR FOOTING DRAIN FLOWS THAT ARE NOT CONTAMINATED WITH PROCESS MATERIAL SUCH AS SOLVENTS. 12. NONCONTAMINATED GROUND WATER ASSOCIATED WITH DEWATERING ACTIVITIES AS DESCRIBED IN PART 3.4. 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:HDEP.STATE.FL.US/OER/REPORTABLE_1NCIDENT.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. I t ,: Tags � �.� 3,. ' { t - 4�pFlt t vey� G d { i t 7 �i Sf 01 S i i T2'ES it2i: �t a + D C ❑ Fa«cerst4n 7� x f SITE „ n_ j s, r �e tt K t m a t C"enorn r0mn I I a g ,a dk SITE LOCATION MAP NTS OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: �pinALdm� www.cphcorp.com Building Better Communities Together v� 00 oW Qa U)U_ 0 c 0 T) W 0 a a a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 U. • ■ LJ THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4ml J:\W131430\Civil\DWG\—Current—Plan—Set\W731430 — SWPPP Details And Notes.dwg, 10/7/2025 9:55:46 AM, Benjamin Hansen, www.sunshine8ll.com IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. Page 40 of 104 I 2 3 4 5 6 7 8 9 10 11 12 A B N 0 C IL9 H PHASE 1 LIMITS OF WORK NTS Y. � PHASE 2 LIMITS OF WORK NTS www.sunshine8ll.com SWPPP IMPLEMENTATION SEQUENCE LEGEND LIMITS OF DISTURBANCE: �W*0=00®0I PERMITTED LIMITS OF DISTURBANCE LIMITS OF WORK DTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, JEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THI CCUR 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. 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 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. www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH ,LLC A Full Service A & E Firm O N N co 0 �aaaaaaz Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 6. INSTALL ROCK CHECK DAMS AS REQUIRED AS CONSTRUCTION PROGRESSES. o 7. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. Z 8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. Q 9. PREPARE SITE FOR PAVING. W 10. PAVE SITE. (,) 11. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS. Z 12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, INCLUDING PONDS. W 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), CI B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND W C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE -NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS). 'READY (1) O 15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED TO TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION Z MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. O )TE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEES )MPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWPPF PLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. QD h Cl) Z W THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE SOIL EROSION/SEDIMENATION CONTROL 15; M OPERATION TIME SCHEDULE ON SHEET C-4.5. W —J 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. J IL NOTE: a 1. ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN BOLD 0. REPRESENT PROPOSED CONDITIONS. 2. CONSTRUCTION OF WESTBRIDGE COURT AND BANYON COVE DONE BY OTHERS. (n OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4m2 J:AW131430\Civil\DWG\_Current_Plan_Set\W131430 — SWPPP Details And Notes.dwg, 10\7\2025 9:55:52 AM, Benjamin Hansen, Page 41 of 104 1 1 2 lul 11 12 A B 140 ED A J Del H N i 60 0 60 120 I M = 1111111111111111!61111111111111111 M i Scale: 1" = 60' 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 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 Y 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. sle"M SITE FEATURES: - - - - - - - PROPERTY LINE - - - - - - RIGHT OF WAY LINE � I I (�§D I I = LIMITS OF DISTURBANCE -------- 77 -------- EXISTING CONTOUR MEN03MEINCENDMEMEINEW EXISTING STORM PIPE S=X.XX% --- ,-----)I- DIRECTION OF OVERLAND FLOW LIMITS OF DRAINAGE SUB -BASIN EROSION NOTES: I 11101101 I 0 1,10111 ,01 I RITA :yJ SOIL TYPE: IMMOKALEE FINE SAND PROPOSED FDOT TYPE III BARRICADES PER FDOT INDEX 102-600 WITH ROAD CLOSURE SIGN (R1 1-2) 3 4 5 1 6 1 7 1 8 1 9 �illillillillillillilliillillillillillillilliillillillillillI iiiiiiiiiiiiiiiiillillillillillillilliillillillillillillill� III 11 - 1 IVII-U,5 Ify-Z , , 11 I'll � I t - � 11,"',", I" 1� �' ,"'t, I "'I"'I", 10.8q'�,, "/' 1, _ _ �`11 7 11 � '111F,�K`,lt"""'D - ­_ - "I'll", I'll '11111, "I __ '_ , , ! 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A I -I DEWATERING NOTE: 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. L OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 1 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: I - - IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 U) z U-1 2 2 0 0 U-1 U-1 0 0 0 LL 0 >_ C: � 0 5 .F 4 .- W > 0- UJ a) w U) N CCD (D '4 +� M 6 0 ,It C""I M M a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 @ 2025 Z 0 F_ < F_ z z 0 Q UJ M wQ U) a z < Z 0 .J IL _J W0 l.. z U) -1 WW =) LL a Z < >. W < a 0 _J LL Ld LU 0 U 0 U_ Fn 00 W LU 0 LU 0 0 W 0 >- �- 5 T_ 0 W 3: Cn < W z = (L THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4m3 J:\Wl3l430\C!Vil\DWG\-Current-Plan-Set\Wl3l430 - SWPPP Details And Notes.dwg, 10/7/2025 9:55:57 AM, Benjamin Hansen, Page 42 of 104 il A B 2 1 3 N 60 0 60 120 C I I I I I I I Scale: 1" = 60v ED A J 5 Del 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 (NAVID 88') SWPPP UPDATES AND AMENDMENTS 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. LEGEND SITE FEATURES: PROPERTY LINE RIGHT OF WAY LINE H LIMITS OF DISTURBANCE -------- 77 -------- EXISTING CONTOUR W-) IME11 111111- IN EXISTING STORM PIPE S=X.XX% DIRECTION OF OVERLAND FLOW _sF SEDIMENTATION SILT FENCE WITH WIRE BACKING CN-F CONSTRUCTION FENCE STORM / SANITARY MANHOLE DITCH BOTTOM INLET MITERED END SECTION FLUME CURB INLETS 4 5 6 7 8 9 10 11 12 10.8 YN�lll, m" Ti'i ,�,,NTM "iXY —iii- IS, �&N'0'11 AN1411"", S, e, DURING CONSTRUCTION STORMWATER POND I - .1_ I 1�1 li,1�3 i, INN" ilc'l ,i��N:! T ... .. ........ . BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL STORMWATER OUTFLOW #4 GRADE OF PROPOSED POND BOTTOM AND SHALL 'a DISCHARGES TO PIPED CONVEYANCE 11 NOT BE EXCAVATED TO FINAL GRADE UNTIL SITE SYSTEM WITHIN CITY ROW. "M rl IS STABILIZED AND ALL SITE WORK IS COMPLETE. DRAINAGE AREA = 0.75± AC fi{PA S , ""T LAT- N028- 36'01.50" S, LONG: W081' 32' 32.09" STORMWATER OUTFLOW #3 DISCHARGES VIA PIPED SYSTEM AND Z C SHEET FLOW TO OFF -SITE EXISTING v RETENTION POND. 4L-*, 7`1 0 DRAINAGE AREA = 3.34± AC LAT: N028' 36'00.85" q, Ox ,LONG: W081' 32' 33.69" 19 7 1 4, IP 11511���`�k� 4 Wil, T' "A ......... . ... W i"""o Rh "IN q A"6"1 I E F,,,T�mo,r Tom" wil�,p A� il", o ELD . ........ . Dlil h, FUEL KIOSK 1,618 S.F. Q­,,ii"'��,, F F E - 159 50' V . C), .............. A+ 4 o JI A �U ............. <, X7 .. ........ V 101� LLj "'b T z% '10 Wa &% z i", luv lit11icP1�­,,,,, F, t. ........... . 7 . .0. .. ...... ............... 'T" YlN 11�1, v xil Miil ... .. ..... 2 ... ..... ... ............... "R . ..... . ... 17, iAl My - i 'III,, 011111111i W alu W-yo M IF 4 Vlu L OVL� n, R 2 Q 4hM16 MAR K. R S 1. #URING CONSTRUCTION STORMWATEPOND BOTTOM SHALL REMAIN ONE FOOT ABOVE FINAL www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 > C 0 OFF -SITE RUN-ON AREA 2 = 0.25 AC > LLI STORMWATER OUTFLOW #2 C 2 DISCHARGES VIA PIPED SYSTEM TO IM E?',,iTER OFF -SITE EXISTING RETENTION POND.,' CD DRAINAGE AREA = 0.67± AC 04 AL) — "N LAT: N02835'55.26" co IJ LONG: W0810 32'27.37" <1 <1 <1 6 r r Designed: M. LOMELI I lb ouvhc N �T Drawn: D. COLLAZO LAR Mil "U" I'V11i'i mviChecked: J. LOCKHART E-1 Job No.: W131430 lAZI "AT Date: 06/2025 @ 2025 f ip 16' x . .. .... . . .. .. .... ... . . ......... GRADE OF PROPOSED POND BOTTOM AND SHALL ly, NOT BE EXCAVATED TO FINAL GRADE UNTIL S1 Q .......... . . ........... "Y IS STABILIZED AND ALL SITE WORK IS COMPILE . ...... z < EROSION DETAILS: CE TEMPORARY CONSTRUCTION EXIT SS SWPPP INFORMATION SIGN ® IP1 INLET PROTECTION FILTER SACK ® IP2 INLET PROTECTION FILTER SACK (GRATED CURB INLET) TRUCK WELL INLET PROTECTION CURB INLET PROTECTION (GUTTER BUDDY) p, F_ F_ zci TO STORMWATER OUTFLOW #1 U.1 DISCHARGES VIA PIPED SYSTEM EM I OFF -SITE EXISTING RETENTION POND. NV 1%1, "Vilill, 'N , "K Mill 011"i 144— DRAINAGE AREA= 5.1 0± AC U.1 LAT: N028' 35'52.79" ........ . ... LONG: W081' 32'30.88" "p . ... . .. UJ 0 p �5; Y RACTT i H IWI�l A D'ISA ..... . ... . . OCOEE VILLAGE CEN"I"ER IL Iva, TRAC",f QN, POS IP2 ,P *0 l C",T" z TV I L, I. -A E d Uj Oiii� �qq" � � , 'FIARK� ii l 3,161"Ns, l o,� "t `1,1"i, S 1 1 CIA& ii"'I'lil, LU Z 0 Z 0 EROSION NOTES: 0 z U_ . . . . .O PERMANENT SEEDING, SOD, OR PS MULCHING (SEE LANDSCAPE PLANS) mmmmmmm PROPOSED FDOT TYPE III BARRICADES PER FDOT INDEX 102-600 WITH ROAD CLOSURE SIGN (R1 1-2) www.sunshine8ll.com DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. L REFER TO MASTER SITE SPECIFICATIONS. Fn W 0 U 0 0 0*4 LU (1) W z 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. 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.). OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4m4 Page 43 of 104 J:\Wl3l430\C!Vil\DWG\-Current-Plan-Set\Wl3l430 - SWPPP Details And Notes.dwg, 10/7/2025 9:56:02 AM, Benjamin Hansen, J: \W131430\Civil\DWG\_Current—Plan_Set\W131430 — SWPPP Details And Notes.dwg, 10/7/2025 9:56:03 AM, Benjamin Hansen, Page 44 of 104 1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 �7 11 12 A B C Del H 4' (MINIMUM) "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY S W P P P INFORMATION ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. COPY OF COPY OF GENERAL WAL-MART CONTRACTOR CONSTRUCTION SIGN TO BE CONSTRUCTED OF A NOI FORM SITE NOTICE 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, COPY OF GENERAL SUN, MOISTURE, ETC.). CONTRACTOR PERMIT AUTHORIZATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. z 2 Cl) M z 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. ss SWPPP INFORMATION SIGN N.T.S. LAST REVISED: STANDARD DETAIL JUNE 2012 CONCRETE ow A AGGREGATE BLOCKS WIRE MESH TYPE D-2 GEOTEXTILE FABR PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION WIRE MESH RUNOFF 'RUCK WELL WALL K WELL INLET I NO— A PLAN ICRETE BLOCKS TRUCK WELL WALL (REFER TO ARCH. PLANS) TRUCK WELL INLET (REFER TO ARCH. PLANS) CONCRETE PAVEMENT FILTERED WATER SUB -GRADE SECTION A -A 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. 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 TRUCK WELL INLET PROTECTION N.T.S. LAST REVISED: WAL-MART STANDARD OCTOBER 2012 DETAIL NOTES 1. PROVIDE SEDIMENT TRAP ON DOWN (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SE HIGH VOLUME WATER FLOW AS NEEDE1 CLEAN SURFACE STONE. 3. SEDIMENT TRAP SHALL BE LOCATED RIGHT-OF-WAY AND AT A MINIMUM SETE REQUIRED PER LOCAL JURISDICTION. 4. SEE SWPPP SITE MAPS FOR LOCATIC 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. EXISTING GRADE LAST REVISED: JUNE 2012 PUMP DISCHARGE EDGE OF EXISTING PAVEMENT EXISTING PAVEMENT 100' MIN. 20' 20' _ VARIES VARIES----- o ---- --------------- —.�- �► 2/o MIN. 2%MIN. —'-'-- NOTE: SEE SITE MAP(S) FOR LOCATION OF CHECK DAM(S). WATER ESIGNED TYPE D-2 )ING. FABRIC PER FDOT aTION FOR INDEX NO. 199 FOR DRAINAGE AND A FILTRATION 2 ACRES OR LESS OF DRAINAGE AREA ffelurSTS-T-1 M. SHOULD BE EQUAL TO THE ELEVATION OF THE TOP OF THE SUCCEEDING DOWNSTREAM BERM. CHECK DAMS IN SWALE A F_ 6" MIN. \— 10" MIN. - 2"-3" �— TYPE D-2 GEOTEXTILE �— 12" COMPACTED SUBGRADE FABRIC PER FDOT INDEX (98% ASTM D-1557) ASPHALT PROVIDE CULVERT AS REQUIRED TO CARRY CLEAN STONE NO. 199 FOR DRAINAGE AND 6" CRUSHED PAVEMENT PRE-EXISTING DITCH FLOW. FILTRATION STONE BASE TEXTILE SEE PHASE I SITE MAP FOR LOCATION. TYPE D-3 (USE 15" RCP) FABRIC PERR FDOT DOT INDEX NO. 199 FOR SEPARATION SLOPE TO DRAIN SECTION A -A I 2 (MAX.) 2"-3" CLEAN STONE 1 2 (MAX.) Zv SEDIMENT TRAP 1 N z 10" THICK MIN. - 2"-3" CLEAN STONE TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR DRAINAGE AND FILTRATION 6" CRUSHED STONE BASE TYPE D-3 GEOTEXTILE FABRIC PER FDOT INDEX NO. 199 FOR SEPARATION 12" COMPACTED SUBGRADE (98% ASTM D-1557) 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 SECTION B-B 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 CONSTRUCTION EXIT TRAFFIC UNTIL CONDITIONS ON -SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL CE SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT N.T.S. REPORT. AGGREGATE, OR THOROUGHLY VEGETATED SIDE VIEW UNDERLAY NOTE: DEWATERING BAG SHALL BE PLACED ON A LEVEL SURFACE. DEWATERING BAG DETAIL N.T.S. CPH STANDARD DETAIL FLOW (DOWNSTREAM VIEW) TOP OF BANK 6" MIN. 2"-3" CLEAN STONE 2or3 2 �1 H DIRECTION 1r OF FLOW B 6" MIN. TYPE D-2 GEOTEXTILE FABRIC PER FDOT INDEX 15-20LB STONES NO. 199 FOR DRAINAGE AND FILTRATION B 2-10 ACRES OF DRAINAGE AREA (DOWNSTREAM VIEW) TOP OF BANK 6" MIN. 2"-3" CLEAN STONE 7j122 1 H DIRECTION 1� OF FLOW ELEVATION B CHECK DAMS CHECK DAM NAME (REFERENCE DIVERSION NAME) CHECK DAM HEIGHT (IN.) CHECK DAM SPACING (FT.) AVERAGE CHANNEL SLOPE MAXIMUM CHANNEL SLOPE CD1 12" N/A 3.20% 3.20% CD2 12" N/A 1.11% 1.11% CD3 12" N/A N/A N/A LAST REVISED: STANDARD JUNE 2012 DETAIL SEE SECTION B-B OF DETAIL "CE" ON THIS PAGE. SEE NOTE TO GC ON DETAIL "CE" ON THI 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. LAST REVISED: JUNE 2012 Poo GIJ MODIFIED DIMENSIONS. DETAIL cw NCRETE WASHOUT T CO N.T.S. CURB INLET PROTECTION DETAIL IP4 (GUTTER BUDDY) N.T.S. LAST REVISED: CEC STANDARD APRIL 2021 DETAIL 15-20LB STONES OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: �pG� www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH ,LLC A Full Service A & E Firm H ro Y U ti 00 z oW Qa = J C/) L- O U) H z W 7- 0 U W W O U O LL O O U .(n Q' > a) a ry N 0 N CO Co o a a a a a Z EmEhmmAmmoh Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 20125 0 • • • • • • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4m6 J: \W131430\Civil\DWG\_Current—Plan_Set\W131430 — SWPPP Details And Notes.dwg, 10/7/2025 9:56:04 AM, Benjamin Hansen, IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. Page 45 of 104 1 1 2 1 3 1 4 61 6 N 8 9 lul A B ED Del H INSTALLATION DETAIL V REBAR FOR BAG REMOVAL FROM INLET - ------ ---- 1" REBAR FOR BAG REMOVAL FROM INLET '14 OPTIONAL METAL HANGING FRAME FOR TRAFFIC CONDITIONS FOAM SECURE LIFTING LOOPS TO OR____� UNDER SURROUNDING SURFACE EXPANSION RESTRAINT (1/4" BRIGHTLY COLORED NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL CURB OPENING 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FOAM FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. JIMP STRAP 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. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAUMIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT I PERMITTIVITY ASTM D-4491 1.5 SEC -1 FILTER SACKS (GRATED CURBED INLET NTS I P03 1 12/08/11 CPH DETAIL I LOOPS SIZED FOR D 1/4" BRIGHTLY RECTANGULAR BAR 2"X1/4". COLORED NYLON LIFT FILTER BAG FROM I ROPE EXPANSION INLET USING RECTANGULAR RESTRAINT BAR FOR HANDLES. OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR V, REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SAC - COLLET ISOMETRIC VIEW SECURE RECTANGULAR BAR TO OR UNDER SURROUNDING SURFACE. ICI SECTION VIEW (FILTER SACK INSTALLED) 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. 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. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST M THOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LEIS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LEIS UV RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GALIMIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 LAST REVISED APRIL 30, 2011 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST M THOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LEIS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 INLET PROTECTION FILTER SACK II -In r- 4 STANDARD e N.T.S. FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE DETAIL EXPECTED TO BE VERY LOW. FILTER SACK MUST HAVE OVERFLOW HOLES TO PREVENT PONDING. ATTACH THE SILT FENCE FABRIC AND - WOVEN OR WELDED WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 2) SILT FENCE FABRIC - OVER WIRE FENCE SILT FENCE FABRIC TO BE FASTENED SECURELY TO WOVEN OR WELDED WIRE FENCE WITH THREE TIES HORIZONTALLY SPACED AT 30" ON CENTER (TYP.) COMPACTED BACKFILL - POSTS 5'MAX . C.0 WHEN NECESSARY TO CONTINUE FENCE, OVERLAP SILT FENCE FABRIC AND WOVEN OR WELDED WIRE 5' MIN FENCE ACROSS TWO POSTS FABRI r1m OVERLAP POSTS 5' MAX. C.0 nn INN 1 1111 I IIII LJW SILT SECURELY FASTEN OVERLAPPING ENDS OF 7 FENCE FABRIC TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS WOVEN OR WELDED WIRE FENCE WIT I SILT FENCE FABRIC COVER WOODEN SLAT TIED TO STAKE WITH TWO ADDITIONAL TIES AT TIE BACKS (TYP.) INSIDE CORNERS ONLY COMPACTED FINISHED GRADE BACKFILL FLOW ► F11111;111111 -- • 6" X 6" TRENCH EXTEND WOVEN OR WELDED WIRE A MIN. OF 6" INTO TRENCH GROUND Z 2 1 EMBEDDED SILT FENCE FABRIC MIN. 6" INTO GROUND W/ 6" LAID ALONG C11 BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. A -A -SECTION (FOR SLOPES LESS THAN 3:1) TIE BACK STEEL POST WIRE FENCE WOODEN SLAT SILT FENCE FABRIC INSIDE CORNER - PLAN VIEW 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). WOVEN OR WELDED WIRE FENCE ADJUST POST SPACING SUCH THAT A VERTICAL WIRE IS AT POST FINISHED GRADE COMPACTED BACKFILL POSTS: STEEL T OR U TYPE. FENCE: WOVEN OR WELDED WIRE, 14 GA., 6"X6" MAX. MESH OPENING is TIE BACKS (TYP.) 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. SEEDING/VEGETATION REQUIREMENTS N.T.S. 6" X 6" TRENCH EXTEND WOVEN OR WELDED WIRE A MIN. OF 6" INTO TRENCH LAST REVISED: STANDARD MURBED GROUND DETAIL JUNE 2012 _71 Z EMBEDDED SILT FENCE FABRIC MIN. 6" NOTES: INTO GROUND W1 6" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN 1. THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING, ACCORDANCE WITH ASTM D 6462 8.2.2 IS GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE ALSO ACCEPTABLE. SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. A -A -SECTION 2. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQU RED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS (FOR SLOPES 3:1 AND GREATER) FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON -VEGETATED MEASURES, IF UTILIZED. SILT FENCE SILT FENCE TYPE (WIRE SECTION DRAINAGE AVERAGE SECTION BACK OR LENGTH AREA SLOPE OF SLICED) (FT) (ACRES) AREA N. PROP. LINE ADJACENT TO CLARCONA OCOEE RD WIRE 725 2.00 E. PROP. LINE ADJACENT TO WESTBRIDGE RD WIRE 642 2.00 S. PROP. LINE ADJACENT TO WIRE 335 2.00 BANYAN COVE BLVD. . W. PROP. LINE ADJACENT TO N. LAKEWOOD AVE WIRE 796 1.99 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. & 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 TABLE 1 Temporary Silt Fence Material Property Requirements SPECIFICATIONS FOR SILT FENCE INSTALLATION OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED Supported A Unsupported A Type of Test Method Units Silt Fence Silt Fence Value Grab Strength ASTM D 4632 N (lbs) Machine Direction 400 550 MARV (90) (90) X-Machine Direction 400 450 MARV (90) (90) Permittivity ASTM D 4491 sec-1 0.05 0.05 MARV Apparent Opening Size ASTM D 4751 mm 0.60 0.60 Max. ARVI (US Sieve #) (30) (30) % 70% after 70% after Typic7_1 Ultraviolet Stability ASTM D 4355 Retained 500 In of 500 h of Strength1 exposure exposure1 1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 PROPERLY AND/OR ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED. 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 TEMPORARY SEEDING OR STABILIZATION EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRETS N.T.S. 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 LAST REVISED: STANDARD SHOWN. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC DETAIL A 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. SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, JUNE 2012 T "SILT FENCE INSTALLATION (SLICING METHOD)". B hose 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 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by the agency to confirm suitability of these requirements. SECURE WITH 3 TIES. cAs measured in accordance with Test Method D 4632. 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH NOTES: TABLE I TAKEN FROM ASTM D 6461-99 (2007) THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE 1. PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVEMENT, FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. BUILDING STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION. 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. 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 MAINTENANCE NOTES SHOULD INITIATE TEMPORARY STABILIZATION PER THE TEMPORARY SEEDING OR STABILIZATION DETAIL. 1. SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE 3. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON -VEGETATED MEASURES, IF UTILIZED. REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ON -THIRD THE HEIGHT OF THE SILT FENCE. 4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER 2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE SOIL PREPARATION. STOCKPILED ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE. SEDIMENTATION/SILT FENCE WITH WIRE BACKING 3. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF 5. AT THE COMPLETION OF GROUND -DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER SF N.T.S. SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT MEETING VEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN, IN ALL AREAS JOINING SECTIONS. NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.). 4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION 6. SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION CONTROL PRODUCT. MEASURES OR ADDITIONAL BMPS (PENDING CEC APPROVAL) TO PREVENT STRAW MULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED EROSION CONTROL PRODUCTS LAST REVISED: STANDARD EXCESSIVE BUILDUP ON SILT FENCE. MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY ROLLED EROSION CONTROL PRODUCTS ARE DETAIL 5. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF PERMITTED TO BE USED IN FLOW CONVEYANCES. DAMAGED. JUNE 2012 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. PERMANENT SEEDING, SOD OR MULCHING N.T.S. LAST REVISED: STANDARD DETAIL JUNE 2012 OWNER: KONOVER SOUTH, LLIC 431 FAIRWAY DR #201 DEERFIELD BEACH, FL 33441 954-354-8289 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 www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH,LLC A Full Service A & E Firm O T 0 <1 `1 11 a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 2025 • • • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C4.7 J:\Wl3l430\C!Vil\DWG\-Current-Plan-Set\Wl3l430 - SWPPP Details And Notes.dwg, 10/7/2025 9:56:06 AM, Benjamin Hansen, IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. Page 46 of 104 C 1 I 2 3 4 5 6 7 8 9 10 11 NOTES: NOTES: NOTES: NOTES: 1. VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED 1. ALL ON -SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE OR 1. USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES 1. SKIMMER OR DEWATERING BMP MUST DRAW WATER FROM THE TOP OF THE WATER COLUMN (I.E., WATER SURFACE) PER NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON -SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON -SITE DISCHARGES FROM THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS DUST CONTROL, US EPA CGP. PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST -CONSTRUCTION CONDITIONS. VEGETATIVE ESTABLISHMENT, ETC. AND AUTHORIZATIONS TABLE BELOW. GC MUST COMPLETE COLUMNS 3 AND 4. STOCKPILING OF TOPSOIL AT AN OFF -SITE LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE 2. DO NOT USE RISERS WITH PERFORATED PIPE OR ANY OTHER SYSTEM/BMP THAT DRAWS WATER FROM BELOW THE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE CEC). 2. CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON -SITE FOR CONSTRUCTION PURPOSES DOES WATER SURFACE. 2. GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE NOT DISCHARGE OFF -SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING PROCEDURES STATED IN THE PERFORMING DEWATERING ACTIVITIES. 2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE DEWATERING DETAIL MUST BE FOLLOWED. MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. 3. DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS. 3. GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS AND TO PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT TRAP OR SEDIMENT FOSTER VEGETATION GROWTH. BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. 3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH UNDER NO CIRCUMSTANCES ARE DISCHARGES FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO STORMWATER, INCLUDING RUN-ON. SKIMMER SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, SK DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON -SITE TREATMENT FACILITY, SUCH AS A 4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF. 5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS. IRRIGATION OR DISPERSION 4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE SURFACE OF ID THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE THE WATER AT THE LAST REVISED: STANDARD SURFACE. DETAIL 5. DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY. JUNE 2013 6. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE LAST REVISED: STOCKPILES STANDARD SP LAST REVISED: STANDARD EVALUATED ON CASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL. DETAIL DETAIL NOTES: 1 IMPORTANT GC SHALL NOT APPLY FLOCCULANTS WITHOUT PREVIOUS REVIEW AND WRITTEN CONFIRMATION BY CEC JUNE 2012 JUNE 2012 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. CHEMICALLY -ENHANCED SETTLEING NOTES: NOTES: 1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP 1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS. 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 2. TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED. PERIMETER. 3. TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY. 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 4. CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT. 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 5. CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL SWPPP MUST BE APPROVED, IN WRITING, BY THE CEC. TIMES. 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. PASSIVE TREATMENT SYSTEMS It. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS (P INLET PROTECTION CES PROHIBITED. DEWATERING 5. IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE QV -DUST OR OTHER PARTICLES FROM OCCURRING. LAST REVISED: STANDARD LAST REVISED: STANDARD LAST REVISED: STANDARD DC DUST CONTROL LAST REVISED: STANDARD DETAIL DETAIL DETAIL DETAIL JUNE 2013 JUNE 2012 JUNE 2012 JUNE 2012 REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS 1 2 3 4 DATE PERMIT WAS GOVERNING AGENCY PERMIT NAME/TYPE PERMIT NO. ISSUED BY AGENCY (GC TO COMPLETE) (GC TO COMPLETE) NPDES STORMWATER FDEP NPDES GENERIC NOTICES CENTER MS PERMIT FOR LARGE #3585 FLORIDA AND SMALL DEPARTMENT OF CONSTRUCTION SITES ENVIRONMENTAL PROTECTION ORANGE COUNTY DEVELOPMENT ORDER APPROVAL SAINT JOHN'S RIVER ENVIRONMENTAL WATER MANAGEMENT RESOURCE PERMIT DISTRICT NOTES: NOTES: NOTES: 1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY 1. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS 1. THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, AND POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS REPRESENT, AND ACCORDING WITH THE REGULATIONS. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, SHALL BE STORED IN CONTAINERS AT THE END OF EACH WORK DAY; SUCH MATERIALS SHALL REMAIN STORED IN PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC CONTAINERS WHEN NOT IN USE. 2. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH SHALL ADHERE TO ALL STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS. STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, 2. RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS 2. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF PROVIDED TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. COVERED SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES CONTAINERS. EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE PROVIDED. THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. THE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSE BECOME 95% FULL, OR AS TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL FACILITY. 3. THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR CONTAINNER MUST BE RED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE MATERIAL LAYD OWN OTHER CONDITIONS. THE LOCATION OF THE MASONS' AREA SHALL BE SHOWN ON THE SITE MAPS. SHOWN THE S TE MAPS. AND STORAGE AREA MLS MASONS' AREA SOLID WASTE DISPOSAL MA SWD LAST REVISED: STANDARD LAST REVISED: STANDARD DETAIL LAST REVISED: JUNE 2013 DETAIL STANDARD JUNE 2013 DETAIL JUNE 2013 NOTES: 1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY -MIX TRUCKS, MASONRY OPERATIONS, NOTES: NOTES: AND SIMILAR WASTE. 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 1. CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES. 2• THE STATE OFFLORIDA PROHIBITS CONCRETE WASH OUT ONSITE 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 2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED ACCESS. 3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS SUFFICIENT THICKNESS, DENSITY, AND COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF 3. HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ARE ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND CONTACT WITH THE FUEL STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO MUST BE LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER OR LONGER THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL 4. HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS. CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE CONTAIN AND/OR ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE AGGREGATE, WHICHEVER IS LARGER. CONTAINERS MUST BE CLEANED OR EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM EVENT. 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 HAZARDOUS WASTE DISPOSAL 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 SIGNAGE, FIRE EXTINGUISHERS, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE HWD LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, 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 APPLICABLE LAWS, AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT SHOWN ON THE SITE MAPS. CONTAINERS 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. LAST REVISED: STANDARD 4. CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE DETAIL STORAGE CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE JUNE 2013 CEMENT AND CONCRETE WASHOUT WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112,(40 Sf CFR 112). 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 LAST REVISED: PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR STANDARD WATERS OF THE U.S.. PORTABLE TOILETS MUST BE SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY DETAIL FUEL AND PETROLEUM iINMENT BE AND FULL TY SHALL BE RESTORED IMMEDIATELY UPON DISCOVERY OF ITS JUNE 2013 STORAGE AND USE THELL DIMINISHMENT. LOCATIONVIDED OFF SANITARY FACILITIES SHALL BE SHOWN ON THESITEMAPS. FPSU NOTES: 1. PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS. SANITARY FACILITIES 2. COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY. LAST REVISED: STANDARD SAF 3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH STATION DETAIL WHEN NEEDED. JUNE 2013 Noyes: LAST REVISED: STANDARD 1. THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GC DETAIL PAINT AND STUCCO WASHOUT ANDDESIGNATED AREAS. CLEANING, MAINTNANCE, AND REPAIR AREAS C UTILIZES 150 JUNE 2013 PSW RONTRACTORS OTECTED BY A TEMPORARYSHALL EUCH RIMETER BERM, SHALL NOT OCCUR WITHIN FEET OF ANY WATERWAY, SHALL BE 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 NOTES: ACCORDANCE WITH THE HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET. 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: 2. USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, STANDARD PAVEMENT SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. DETAIL JUNE 2013 TEMPORARY PARKING EQUIPMENT AND VEHICLE TP __ CLEANING AND MAINTENANCE AREAS EMA LAST REVISED: STANDARD DETAIL LAST REVISED: JUNE 2013 STANDARD DETAIL JUNE 2013 12 OWNER: DEVELOPER: KONOVER SOUTH, LLC WAL-MART STORES EAST, LP 431 FAIRWAY DR #201 MAIL STOP 0505 DEERFIELD BEACH, FL 33441 702 SW 8TH STREET 954-354-8289 BENTONVILLE, AR 72716-5570 479-871-7573 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH ,LLC A Full Service A & E Firm F- o' _ ro Y U ti Ob Z 0 W Qa = J cn u- O n C O a� 0 a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 z O F_ F_ Ill o = J Q O 1.J � W o Z W 0. O Q 0. a O o UJ �_ V V O �W V UJ Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. L c4m8 . J Page 47 of 104 J: \W131430\Civil\DWG\_Current-Plan_Set\W131430 - SWPPP Details And Notes.dwg, 10/7/2025 9:56:09 AM, Benjamin Hansen, 1 | 2 | 3 | 4 | 6 | 6 | 7 | 8 | 9 | 10 | 11 | 12 ADDITIONAL SPARK PICKUP DUPLICATE SIGNS ON BACK ADDITIONAL SPARK 1 . ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF SIGN ON BACK WHEN BACK WHEN PICKUP STALLS ARE PICKUP SIGN ON BACK TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S FACES PUBLIC STREET ON OPPOSITE SIDES WHEN BACK FACES "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", ALIGN TO TOP PUBLIC STREET. ALIGN LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST L G N D BEGIN NUMBERING U-BOLT U-BOLT BEGIN NUMBERING TO TOP BEGIN NUMBERING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. vvvvw.cphcorp.com AT STALL CLOSEST BOLT LOCATIONS PER BOLT LOCATIONS PER AT STALL CLOSEST BOLT LOCATIONS AT STALL CLOSEST 2. GALVANIZED SQUARE TUBE NEW SIGN MOUNTING AND BASE IN PAVEMENT. iluildingeetter TO THE PICKUP STANDARD WITH SPACER AS STANDARD WITH SPACER AS TO THE PICKUP FOR LEVEL SIGN TO THE PICKUP POST TUBES - 2"x2"x3/16" 12ga Communities Together DOOR FOR LEVEL SIGN MOUNTING---,, FOR LEVEL SIGN MOUNTING DOOR MOUNTING DOOR POST TUBE GALVANIZED AS PER ASTIM A653 GRADE 90. USE 4" SCH. 40 STEEL PIPE USE 4" SCH. 40 STEEL PIPE NEW SIGN MOUNTING AND BASE IN CURBED ISLAND. 1125 BARTOW RD U-BOLT NUT FILLED W/ CONCRETE WITH SEE REMOVABLE SEE REMOVABLE LAKELAND, FL 33801 SQUARE TUBE POST SQUARE TUBE POST Ph: LOCATIONS EO TOP ROUNDED AND TOP ROUNDED AND zo HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT NEW PICKUP WAY FINDING SIGN AS SHOWN. SLOPE TOP OF PAINTED P5E PAINTED P5E SLOPE TOP E SLOPE TOP OF C: CONCRETE (0 OF CONCRETE CONCRETE DIP GALVANIZED PER ASTM A123. "K" SIGN HOSE CLAMP "K" SIGN HOSE CLAMP----/ Plans Prepared By: GROUND SURFACE - GROUND SURFACE GR UND SURFACE ROUND SU FACE GROUND SURFACE GROUND SURFACE THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE NEW PICKUP PARKING SPACE SIGNS "STALL DESIGNATION SIGN". "CALL IN SIGN", AND "LARGE LOGO 1-o", __ ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SIGN". SEE DETAIL# AND KEYNOTE "E" BELOW. CPH, LLC SLOPE TOP OF CONCRE 3500 P.S.I. P.C. -1 SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. A Full Service A & E Firm CONCRETE BAS CONCRETE BASE C1`1 3500 P.S.I. P EXPOSED ABOVE FINISH GRADE. NEW "PICKUP" PARKING SPOT DESIGNATION USED ON STALL SIGN (NOT MARKED PAVEMENT). SLOPE TOP OF CONCRETE—/ C. SIGN WILL BE MOUNTED T) CONCRETE BASE -------- - Z� CONCRETE BASE----7 ---- T- . 1 (4) 1/4" DIA MASONRY FLANGED BOLT 0 NEW "PICKUP" PARKING SPACE STRIPING. SEE DETAIL SHEET C5.2. FRONTVIEW SIDE VIEW SIDE VIEW FRONT VIEW SIDE VIEW SCREWS AT EACH SIGN — 5/16" GR. 5 0 SERRATED N M M M M M M M M M M N PATH OF TRAVEL FOR PICKUP CUSTOMER TYPICAL PARKING SIGNAGE TYPICAL PARKING SIGNAGE TYPICAL PARKING SIGNAGE UT @ < -OF-WAY TO PICKUP ENTRANCE) IN PAVEMENT IN CURBED ISLAND WALL MOUNTED GROUND SURFACE (FROM RIGHT PLAN VIEW PARTIAL ELEVATION S 6 REMOVABLE SQUARE TUBE a. Vs Graphic Scale in Feet This item has been digitally signed and V. sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature Call In Sign 18" x 8" 1.00 SF must be verified on any electronic PICKUP EXTERIOR SIGN SCHEDULE V, Parking Stall Placard PICKUP AHEAD 18 X 24 2 PICKUP LOGO SIGN - NO SPARK 18 X 36 17 CALL IN SIGN 8X18 17 Logo Sign (Large) Logo Sign (Small) Also Pickup Hours sign size Informational Signs I CALL IN # FOR PHONE NUMBER AND TEMPORARY SIGNS BENCH SIGNS FURNISHED BY RETAILER, ATTACHMENT TO WALL OR BOLLARD BY G.C. FUEL K11 SK Directional Signs (Left It Straight Right) AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA THE RIC QUICKBASE APP. REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR Informational Signs COLORS BASED ON APPROVED PLANS. Directional Reserved Signs (Left Straight Right) ........ ... ek, X":,", kill D ry LAYOUT PER STRIPING LAYOUT PER STRIPING (f S T�) DETAIL/SITE PLANT _44 Q\ ce I EQ co 4 16 POST WITH SIGN(l POST WITH SIGN VER L N 9' H 1.�� Z NE Designed: M. LOMELI Ff SIGN LOCATIONS - 90' PARKING SIGN LOCATIONS - 90' PARKING N, Drawn: D. COLLAZO 14 Checked: J. LOCKHART GALVANIZED VI 4(2 OF CONCRETE 1E) GALVANIZED PIPE FILLED W/ ROUNDEDAND CONCRETE GROUND SURFACE GROUND SU FACE 10 TRAVEL WAY TRAVEL WAY 9 CONCRETE BASE F.F.E. 158.50' 0. TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE 0 IN CURBED ISLAND IN PAVEMENT 8 U) L Ld qJ LL NI 04 1-5 Vl OGP PARKING AREA DETAIL IV -7 0 IONS ER AS 3IGN TING JRFACE4 JDRFACE =_W�V,00,0 FINISH LEGEND GUSTO GOLD SW #6904 TRACT T P76 RETAIL BLUE SW#076 P5E SAFETY YELLOW IV 1131111111 THIS SHEET NOT VALID FOR 1ITEMS SHOWN SCREENED REPRESENT CONSTRUCTION WITHOUT GCO O G GG SHOWN O EX|GT|N ND|T| N � ITEMS H BOLD �COMPLETE SET OF PLANS. REPRESENT PROPOSED CONDITIONS. 2. C0NSTRUCT0NOFVVESTBR|DGECOURTAND / ��� BANYONCOVE DONE BYOTHERS. ! ocos�e- �� �� �� ��/'���/no C4m9 A 1p~~ � 14, J:ym3l430\ow\oWG\_o"nrent—P/"n_setym3/430 — oop wmyfinums p/"".u°e, m/'/xmu 9:56:28 mw, Benjamin Hansen, 1 2 3 4 1 5 6 7 8 9 lul 11 12 n SEE SITE PLAN FOR CROSSWALK STRIPING (IF SHOWN ON PLAN) B W CL J U U — O z ry U co Q C rLel H CONCRETE CURB AND GUTTER (TYP) FLARED OPTION DETECTABLE WARNING AREA (TRUNCATED DOME PATTERN SHALL BE IN -LINE WITH DIRECTION OF TRAVEL). CONCRETE SIDEWALK OOOOOO A O O O OOO�Oo 000000 RAMP Q O O O —I 0000000 �� G� W O O O w 000000 000000 B D LANDIN( AREA C PLAN DETECTABLE WARNING 5' LANDING RAMP AREA VARIES SECTION A -A D LANDING AREA CURBED OPTION 5' LANDING AREA TOP OF RAMP (ROUNDED) 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 ADA RAMP DETAIL (NOT FOR USE WITHIN THE PUBLIC RIGHT-OF-WAY) N.T.S. A OA 1.5" FDOT TYPE SP-9.5 ASPHALT SURFACE COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). Al 1.5" FDOT TYPE SP-12.5 ASPHALT BINDER COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). O6" 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. O6" 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. STANDARD DUTY ASPHALT PAVING FACE OF CURB 6„ 2" R. ■........ ........ --------------- 3" R. N 3/4" R. 8" 10„ 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. ()1.5" FDOT TYPE SP-9.5 ASPHALT SURFACE COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). D1 2.5" FDOT TYPE SP-12.5 ASPHALT BINDER COURSE, TRAFFIC LEVEL C/D (MAX. 20% RECYCLED) COMPACTED TO 93% LABORATORY MAXIMUM DENSITY (Gmm). O6" 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 AGGREG E B E PER —SECTION 204, FDO 1 S RL . NOTE: THE MINIMUM DEPTH OF BASE SHALL BE 8" WITHIN CITY OF OCOEE RIGHT-OF-WAY. OF 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 ST ILIZED SUBGRADE SECTION 160 1 D E TIO 914. NOTE: THE MINIMUM DEPTH OF SUBGRADE SHALL BE 12" WITHIN CITY OF OCOEE RIGHT-OF-WAY. HEAVY DUTY ASPHALT PAVING PAVEMENT SECTIONS (CPH DETAIL) N.T.S. O6" 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, O4" 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. O4" 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. HEAVY DUTY CONCRETE PAVING A NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS PLAN VIEW 1"DEEP SAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. (TYP) MAX. 2„ 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' (TYP) 6 PC CONCRETE TYP 4„ NOTE: (TYP) 4" WHERE REQUIRED REINFORCEMENT (TYP) C WILL BE No. 3 BARS 24" O.C. AGGREGATE BASE EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B-B SECTION A -A 90%STD.PROCTOR(TYP) 6x6-W1.4XW1.4WWF CONCRETE SIDEWALK N.T.S. 244 TOP & BOT 244 TOP & BOT 12 1' CLR FROM TOP 1" CLR FROM TOP 22" CLR FROM BOT 2" CLR FROM BOT ° °a ° °° d d d d FIXED STRUCTURE 1" CLR d (TYP) ° d a ° - ° das d - °44 d d - d. ° °4 V-6" (TYP) d 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT WITH BACKER ROD AND SEALANT. TYPICAL ROUND FIXED STRUCTURE PLAN DETAIL USES: MANHOLES, LIGHT POLE BASES AND BOLLARDS 1'-6" d Q ° PAVEMENT d° ° z d ° 14 1/2" SOFT PREFORMED 4 d d ° JOINT FILLER FULL DEPTH OF ° a ° d d PAVEMENT WITH BACKER 4 a ROD AND SEALANT. ° d °d 41 d FIXED STRUCTURE V CLR (TYP) d a ° d 244 TOP & BOT d- -° - 1" CLR FROM TOP 2" CLR FROM BOT DO NOT LET REINFORCEMENT 14 CROSS SAWCUTS NEARBY OR 4' ° OTHER JOINTS THAT ALLOW FOR MOVEMENT. m 4 ° 4 TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL USES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETS 1 /2"R (TYP) TOOLED WITH 1/8" RADIUS 1/2" PREMOLDED JOINT FILLER -I0IN1T RFAI ANT PPP .gPP('.ft NOTES: BACKER ROD 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT. ISOLATION JOINT 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. �pG� www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH ,LLC A Full Service A & E Firm of = O Y U ti 0 O z oW Qa = J C/) U- O U) z LLI O U W W O C� O LL. O O U .) W >LLI a) W N O N o CD aaaaaaaz Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 • • • • • THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. ISOLATION JOINT DETAILS N.T.S. Sheet No. C5nO Page 49 of 104 0 2 3 4 61 6 8 9 IF 11 12 n B 10 C A I- Del www.cphcorp.com Building Better Communities Together LA1125 BARTOW RD KELAND, FL 33801 Ph: 863-252-2761 STOP BAR STOP EXTENDS THE SIGN STOP BAR EXTENDS THE W R WR 20' 30' 1 30'MIN. ENTIRE WIDTH OF DRIVE AISLE v 4'-0" MIN. ENTIRE WIDTH OF DRIVE AISLE 9 26' 2a 3o'MIN. 30' 10' 30'MIN. W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE CLES WR = TURNINGIRAD US PAVEMENT WIDTH R Plans Prepared By: CPH , LLC A Full Service A & E Firm W FL 6" 25 ' iNO PARKING FIRE LANE NO PARKING FIRE', III TEXT CENTERED ON DRIVE AISLE 600 PARKING - ONE-WAY DRIVE TEXT CENTERED ON DRIVE AISLE 600 PARKING - ONE-WAY DRIVE FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. .LU FIRE LANE MARKING N.T.S. Q Y C, h 0-1 o z = a CnLL DTFIRELN 12/17/04 AISLE AISLE STOP BAR STOP BAR r-4" r a r-4" 1'4" EXTENDS TO THE CENTERLINE OF EXTENDS TO THE CENTERLINE OF NOTES: +- THE DRIVE AISLE STOP THE DRIVE AISLE 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE SIGN 0 0 o WITH SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. v v v 2. THESE WORDS ARE TO BE PAINTED "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT 4'-0" MIN. NAM EXITS FROM PARKING LOT TO PUBLIC STREETS. F- q„ q„ q„ "ONLY" PAVEMENT MARKING AS INDICATED ON PLANS T-Y 600 PARKING - TWO-WAY DRIVE 600 PARKING - TWO-WAY DRIVE AISLE AISLE STOP BAR STOP BAR EXTENDS TO THE EXTENDS TO THE CENTERLINE OF STOP CENTERLINE OF THE DRIVE AISLE SIGN 0 0 <t <t THE DRIVE AISLE 0 rr + + 13'-0" _ _ 4'-0" MIN. _ - - - C O O O 4- t6 0 SOLID ARROW MARKINGS a a a a a a a O AS INDICATED ON PLANS 900 900 PAINTED "RETROREFLECTIVE WHITE" z Designed: M. LOMELI PARKING PARKING Drawn: D. COLLAZO SOLID ARROW PAVEMENT MARKINGS Checked: J. LOCKHART EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY N.T.S. Job No.: W131430 DTRLTURN 04/28/14 STOP LINE (VARIABLE LENGTH) EDGE OF CROSSWALK OR INTERSECTING TRAVEL EXTEND FULL WIDTH FROM WAY CURB TO CENTERLINE OF DRIVE OR EDGE OF ENTERING LANE o 0 Date: 06/2025 © 2025 z o o STOP BAR d o ;T STOP BAR 4'-0" MIN. N O 1'-4" 1'-4" 1'-4" 1' 4" STOP SIGN (TYP.) ('r"1 36"X36" AT 1' 4" 1' 4" 1'-4" a'-0" MIN. L_ iQ� HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING r-a° 1r-a" 1r-a" 1'-4" STOP SIGN (TYP.) 36"X36" AT J LL i LOT HIGHWAY/STREET «> INTERSECTIONS 30"X30" WITHIN PARKING LOT W 0 Q NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE oN 4 4" t' " WITH SECTIONS 36.16 AND 38.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS HIGHWAYS. 4 2. THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" 8" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE STROKE WIDTH WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT 4" (TYP.) EXITS FROM PARKING LOTTO PUBLIC STREETS. SEE PLAN NOTE: oN 4„ 1. WORDS AND LINES SHALL BE APPLIED IN ►� 4 ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM 4 TRAFFIC CONTROL DEVICES FOR 8" STREETS AND HIGHWAYS. STROKE WIDTH 4" (TYP.) 2. THESE WORDS AND BAR ARE TO BE SEE PLAN PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO 0 SEE SITE PLAN FOR NUMBER OF "STOP" PAVEMENT MARKINGS z Q a NOTE: Lll i- 1. WORDS AND LINES SHALL BE APPLIED IN CA 4" q„ t>J �► ACCORDANCE WITH SECTIONS 3B.16 W AND 3B.20 OF THE MANUAL ON UNIFORM 4 TRAFFIC CONTROL DEVICES FOR 8 STROKE WIDTH STREETS AND HIGHWAYS. 4" (TYP.) 2. THESE WORDS AND BAR ARE TO BE 0 i Q c c ~ Z W W > L 0 u- a W Z W 0 III: -)AND 0 LL O W 0 U 4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 4" WIDE DOUBLE SOLID PUBLIC STREETS. YELLOW STRIPE (AS SHOWN ON PLANS) SEE PLAN PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, Q a O A/ Y� WHEN AT EXITS FROM PARKING LOT TO 4" WIDE DOUBLE SOLID PUBLIC STREETS. V CENTERLINE OF TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE YELLOW STRIPE (AS SHOWN ON PLANS) STOP PAVEMENT MARKINGS - PARKING LOT STOP PAVEMENT MARKINGS - PARKING CENTERLINE OF DRIVE O OF ENTERING Uj z WHERE INTERSECTING DRIVES ARE AT 900 WITH LOT WHERE INTERSECTING DRIVES LANE STOP SIGN ARE AT 900 WITHOUT STOP SIGN (AS SHOWN ON PLANS) (AS SHOWN ON PLANS) STOP PAVEMENT MARKINGS - STREETS AND N.T.S. N.T.S. ROADS THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT 03/16/20 03/16/20 03/16/20 N.T.S. COMPLETE SET OF PLANS. Sheet No. C5ml Page 50 of 104 A 93 Is] 1 1 2 1 3 4' MIN. (TYP.) i SEE SITE PLAN SIGN TO BE PLACED 5 AT ABOUT THE o Z LEADING/ L g TRANSVERSE LINES Of CL w OF THE CROSSWALK LL PER THE SITE PLAN it m aw �N w 6" WHITE STRIPES 24" O.C. (TYP.) 8" WHITE STRIPE (TYP. EACH SIDE) NOTES: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 36.18 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. CROSSWALK MARKING W/ LONGITUDINAL STRIPES N.T.S. 02/15/19 4 1 5 TYPICAL CURB AND GUTTER RAMP TRANSITION CROSSWALK MARKINGS ARE TO BE LIMITED TO THE WIDTH OF THE FLUSH SECTION OF THE CURB RAMP. 4' MIN. (TYP.) SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN 8 1 9 1 10 1 11 1 12 CROSSWALK AND PEDESTRIAN CROSSING SIGNS N.T.S. [6" TRAFFIC WHITE (TYP.) WHITE PAINTED ADA SYMBOL PER FDOT INDEX 711-001 (TYP) ACCESSIBLE SIGNAGE PER FDOT INDEX NO. 700-102 (TYP.) STANDARD 60' ACCESSIBLE SPACE (TYP.) 12.0' 5.0' 6" TRAFFIC BLUE INTERIOR STRIPE IN / a ACCESSIBLE STALL -INTERIOR BLUE LL ' STRIPE SHALL DIRECTLY ABUT WHITE D 12,0' PERIMETER STRIPE (TYP.) 3-6" WHITE DIAGONAL EQUALLY 12.0' SPACED PER AISLE (TYP) 12.0'5.0' ` 6" TRAFFIC WHITE PERIMETER 12.0' Q i 5.0' STRIPING (TYP.) w 12.0' U) U LU QJI^ U "STOP HERE FOR PEDESTRIANS" SIGN Q (PAIR WITH LEADING EDGE OF CROSSWALK OR 9' FROM EDGE OF Q\ Vi�iV NO SIGN WITHIN DRIVE ISLE). Q�\' 4')?'AREA�' - SEE SITE PLAN FOR TRAFFIC PATTERNS AND NO STOP SIGNS WITHIN 4' OFFSET FROM DRIVE AISLE AISLE DIMENSIONS _ `— 8" WHITE STRIPE ,.... 600 STRIPING DETAIL 1 I T ACCESSIBLE STALLS PARKING STRIPING E "STOP HERE FOR j Q�l N.T.S. PEDESTRIANS" SIGN (PAIR SEE INSET "A" WITH LEADING EDGE OF CROSSWALK) --- ----� NO SIGN WITHIN 4'X9' AREA NOTES: 1. SEE SITE PLAN FOR TOTAL LAY OUT. Qt�\ 8" WHITE STRIPE 2. THESE DETAILS ARE FOR REFERENCE AND o a o ° DIMENSION CONTROL ONLY. Pe 6"''WHITESTRIPES Qe� 24" G.C. 3. ALL DIMENSIONS ARE TO C/L OF STRIPE UNLESS OTHERWISE INDICATED. - 4. ALL COLORS AS SHOWN OR SPECIFIED BY LOCAL --. I I "29' I 52' 20"_ CODES. 5. ACCESSIBLE SPACE STRIPING SHALL BE CONSTRUCTED PER FDOT INDEX NO. 711-001 F CROSSWALK OFF -SET FROM CENTER OF VESTIBULE VARIES NEVER LESS THAN 9' VARIES NEVER LESS THAN 9' NO STOP SIGNS WITHIN 4' OFFSET FROM DRIVE NO STOP SIGNS WITHIN AISLE 4' OFFSET FROM DRIVE _ ._ _ _______—�� EDGE OF 1 DRIVE AISLE N 1 I M 1 I M 1 I � � I 4' INO NO SIGN SIGN G I WITHIN 4'X9' WITHIN 4'X9' �1 AREA AREA j CROSSWALK CROSSWALK LEADING EDGE LEADING EDGE INSET "A" "STOP HERE FOR PEDESTRIAN" SIGN LOCATION WHEN LEADING INSET "B" EDGE OF CROSSWALK LANDS BETWEEN DRIVE AISLE AND "STOP HERE FOR PEDESTRIAN" SIGN LOCATION WHEN LEADING ACCESSIBLE PATH. EDGE OF CROSSWALK IS ALIGNED WITH EDGE OF ACCESSIBLE PATH. 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. SIGN LOCATION AND VESTIBULE CROSSWALK STRIPING H N.T.S. 02/19/19 THRSTRP I .kTfy E M ��Igoz 0 www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH ,LLC 101"},1� A Full Service A & E Firm 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 "1CKUP PARKING SIGNAGE. (ALMART FURNISHED, ONTRACTOR INSTALLED, ENTER SIGN T BEHIND CURB. EF SITE PLAN BASE DETAILS WHITE STRIPING HEAD TO HEAD PARKING STALLS 20' N.T.S. 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 313.20 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. 4" � 20 4" � 4" � 4" "ONLY" PAVEMENT MARKING AS INDICATED ON PLANS A' T" A' q" 4" 1'-0" OPEN ARROW MARKINGS AS INDICATED ON PLANS PAINTED "WHITE" F- r p U � O� .z o . Q W :D C- Z J OLL 0 C 0 ry a) CB aaaaaaa Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 z 0 Cl) F_ W W a o LL O J Z LL Q Z � w O 0 Z 0 W W h W 0 � a 0 nj 0 3: z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. OPEN ARROW PAVEMENT MARKINGS N.T.S. DTRLTURN 04/28/14 Sheet No. C5m2 Page 51 of 104 1 „A„ A CORNER BARS - SAME SIZE AND SPACING AS HORIZONTAL BARS RING & VENTED COVER PER „A„ SITEWORK SPECIFICATIONS PLAN 2 10" 90, 0 CORNER BAR 3 4 5 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 STRIPING DETAIL FOR THE SIPHONIC BREAK MANHOLE N.T.S. EXTERIOR FACE OF NOTE: TOF2'EW MANHOLE TO BE LEVEL BUILDING WALL WITH FINISH GRADE UNLESS OTHERWISE 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER. NOTED OR DIRECTED BY THE ENGINEER. B = USE ADJUSTMENT RINGS AS REQUIRED 2. REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS. w BUTNOTT O EXCEED 12". ¢ 0 3. A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES SHALL O RING &VENTED COVER CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE AT CORNERS OF LL REFER TO ARCH. PLANS FOR LOCATION PER SITEWORK MANHOLE. W z SPECIFICATIONS t d SEE INSET "A„ 4. ALL REINFORCING BARS TO BE GRADE 60. SITE GRADES (MIN.) 5. ALL REINFORCING BARS TO HAVE 2" COVER. v v v v (REFERCIVIL SITE ` \\ \ \\ \ GRADING PLAN) � 6. OPENINGS FOR INLET & OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN. \ \ 1 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. N `.. PRECAST MANHOLE SPECIFICATIONS REFER TO A ARCH. PLANS .�_• "W"(4'-0")MIN. ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS „N„ ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES CONCRETE: 4000 PSI AE (MIN.) JOINT: WATERTIGHT RUBBER GASKET C REINFORCEMENT SCHEDULE, BASE 1 ECTION 6" E.W. P.C. CONCRETE INVERT ELEVATION ° TABLE OF'W' DIMENSIONS (REFER TO ARCH./ GROUT BOTTOM PIPE MEP PLANS) TO SLOPE TO SIZE SKEW OF CROSS DRAIN . OUTLET PIPE a -- SINGLE STRAIGHT 0° 45° �►{ 1 0" ° _24" 4'-0" 4'--0" 4'-10" h 36" 4'-0" 5'-3" 6' 5" \/E�/,/i\\/1/AEE�EE�%EENEx /A; 42" 5'-3" 5'-11„ 7._3.. COMPACTED INVERT ELEVATION 48" 60" 5-10" T-0" 6'-7" T-10" 8'-0" 9'-8" SUBGRADE (REFER TO CIVIL PLANS) DOUBLE 24" FOR "A" T-0" SECTION ONLY T-10" 9'-5" SECTION "A" -"A" 30" 8'-2" 9'-2" 11'-0" 36" 9'-4" 10'-6" 12'-6" _ �.�"� �,\ P.C. CONCRETE 42" 10'-6" 11'-10" 14'-2" F O i ♦ (PER SITEWORK SPECIFICATION SECTION 02751) p w w = % FULL DEPTH OF FRAME HEIGHT TO OUTSIDE / EDGE OF MANHOLE REINFORCEMENT SCHEDULE, WALLS T 1 SECTION WIDTH ("W") HOR. VERT. 1^e• a L a 1 "P" = PAVEMENT THICKNESS 4' #4's 9" Ts 10" i "F" = FRAME HEIGHT "A" BETWEEN 4' & 7' #6's @ 9" #4's @ 10" GREATER THAN 7' #5's @ 4 1/2" #4's @ 10" • " TABLE OF "T" & "N" DIMENSIONS • -° / SECTION WIDTH ("W") "T" "N" "D" ° BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" A GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" _ ( - REINFORCEMENT SCHEDULE, TOP I I DIMENSIONS STEEL SPECIAL PATTERN INSET "A" W1 = TOR LESS #4's @ 8" E.W. DIAGONAL @ COVER W2 = TOR LESS #4's @ 8" E.W. DIAGONAL @ COVER W1 = TOR LESS #4's @ 8" E.W. DIAGONAL @ COVER SIPHONIC BREAK CONCRETE W2 = TOR GREATER #4'S @ 6" E.W. DIAGONAL @ COVER "W"(4'4')MIN. "N" W1=TOR GREATER #4's@6"E.W. DIAGONAL @ COVER STORM MANHOLE DETAIL W2 = 7' OR GREATER #4's @ 6" E.W. DIAGONAL COVER E DTSPHNCMH DTVFZDT ILCI H Tlflnl 02-16-15 FINISI 24.4 cm SURFACE FLANGE MOUNT VEGETATION FREE ZONE N.T.S, 26.0 cm INGR)UND 3' ANCHOR 7.6 cm � 8 MOUNT 2_ " 6.0Cm O 2.38" 1-RB-05-1-S o 0 2X 6" X 6" X 0.25" SQUARE ASTM A53/A500 SCHD 40 FLANGE MOUNTING PLATE WITH 4 0 5/8" MOUNTING HOLES BIKE RACK N.T.S. EDGE OF TURF 01 /24/03 6 7 8 RESERVED PARKING i I I 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. SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) TRUCK ;ENTRANC 24" O.C. VAN 6CESSIBL ' ___ ____ GALVANIZED SQUARETUBE NOTE: THE MIN. HEIGHT OF _ THE BOTTOM OF THE USE 4" SCH. 40 z LOWEST SIGN SHALL STEEL PIPE FILLED WI 2 BE 7'-0" CONCRETE WITH TOPI _( - ROUNDED AND PAINTED ) - TRAFFIC YELLOW ¢ �3 SLOPE TO ) OF CONCRETE PAVED SURFACE II 3500 P,SJ. P.C. P I- 1 ( y CONCRETE BASE 1I I9 > 0 a t8"O 4'-0" SINGLE POST WITH BOLLARD LAYOUT PER STRIPING DETAIUSITE PLAN 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. Z 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. NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) 7M SIGN ON POST WITH STOP SI�ONLY- BOLLARD ON POST WITH BOLLARD PAINTED ENDCAP - 60- SIGN LOCATIONS - 60' PARKING GALVANIZED SQUARE TUBE SIGNAGE OTHER THAN TRUCK ENTRANCE (TRUCK EXIT, NO THRU TRAFFIC, ETC.) z 9 NOTE: r THE MIN. HEIGHT OF SEE BREAK AWAY THE BOTTOM OF THE TUBE POST LOWEST SIGN SHALL 8E T-0" SLOPE TOP OF CONCRETE GROUND SURFACE d' 3500 P.S.I. P.C. 11 CONCRETE ASE ,I �- B((* R 1. r t •. 0 w 4'-0" DOUBLE POST WITH BREAK AWAY POSTS (ALTERNATE TO MOUNTING SIGNS EQUAL TO OR GREATER THAN 36" ON POST WITH BOLLARD WHEN SIGNS ARE WITHIN A CURBED ISLAND OR GREEN SPACE) NEVER LESS THAN 9' SIG70M70 T WITH 71- NSIGN ONLY - BOLLARD ON POST WITH BOLLARD PAINTED ENDCAP - 90- SIGN LOCATIONS - 90' PARKING 9 RESERVED µ VAN 0 GALVANIZED SQUARE TUBE IF 11 5/16" GR. 5 FLANGED BOLT SIGNAGE OTHER THAN 5/16" OR, 5 ACCESSIBLE SERRATED (PED XING, STOP, ETC.) FLANGED NUT PLAN VIEW z NOTE: THE MIN. HEIGHT OF SEE BREAK AWAY THE BOTTOM OF THE TUBE POST LOWEST SIGN SHALL BE 7'0" SLOPE TOP OF CONCRETE GROUND SURFACE �- 3500 P.S.I. P.C. CONCRETE BASE _ 0 0 12"s 12"0 w SINGLE POST WITH BREAK AWAY POST PARTIAL ELEVATION SQUARE TUBE BREAK AWAY POST 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 NN3/16" 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, LAYOUT PER NEVER LESS THAN 9' STRIPING NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN (UNLESS STOP SIGN IS USED} LAYOUT PER STRIPING DETAIL/SITE PLAN 4' 0" Qy z of zQ zo a� a� o� wz wU ao >Q 30" STOP SIGN MOUNTED TO POST 30" STOP SIGN MOUNTED TO POST WITH BREAK AWAY POST WITH BREAK AWAY POST SIGN ON POST (ALL SIGNS EQUAL TO 36" STOP SIGN SHALL BE INSTALLED SIGN ON POST (ALL SIGNS EQUAL TO 36" STOP SIGN SHALL BE INSTALLED OR GREATER THAN 36" IN WIDTH SHALL ON POST WITH BOLLARD OR GREATER THAN 36" IN WIDTH SHALL ON POST WITH BOLLARD BE MOUNTED ON POST WITH BOLLARD) BE MOUNTED ON POST WITH BOLLARD) CURBED ISLAND - 90° CURBED ISLAND - 60° SIGN LOCATIONS - 90' PARKING SIGN LOCATIONS - 60' PARKING SIGN MOUNTING AND BASE N.T.S. IF LIGHT POLE BASE IS WITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFF^"' FEET OR MORE, THE BASE BE PAINTED. CART CORRALS WILL BE PROVIDED BY RETAIL \� AND ASSEMBLED/INSTALLED BY THE CONTRACTOR AT THE LOCATIONS SHOWN ON THE SITE PLAN. CART CORRAL `. N.T.S. DTCARTSG 01/21/M #3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT 39' STEEL TAPERED POLE B CONNECT ALL EQUIPMENT 6 4-#8 VERTICAL GROUND LUG IN POLE PER SPECIFICATIONS. POLE GROUND CONDUCTORS TO REINFORCING SHALL BE MADE PLUMB WITH GROUNDING LUG IN POLE BARS PLACED INSTALLATION IN CONCRETE LEVELING NUTS. ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL HAND HOLE WITH COVER ALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS V-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD CONDUIT AS REQUIRED 4N 6" MIN. 11 CONNECTED TO EQUIPMENT GROUND JUNCTION BOX (POLES DESIGNATED WIRE AT GROUND LUG IN POLE WITH "CAM" SUFFIX ONLY, I.E. DETAIL "C" - SECTION "A -A" BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. SV-CAM). REFER A A - SITE PLAN FOR SECURITY POLE LOCATIONS. POLE -TO -BASE PLATE WELD ANCHOR (4) ANCHOR BOLTS 1.25" DIA. x 42" a LONG x 6" HOOK SHALL COMPLY WITH HAWS SPECS. AT TOP AND BOTTOM BOLTS FINISH GRADE OF BASE PLATE BASE PLATE BOLT HOLE 45° TYP POLE BASE PLATE AN 0'-3 3/4" BOLT PATTERN PER MANUFACTURER'S 2' SECURITY CAMERA CONDUIT RECOMMENDATION (POLES DESIGNATED WITH "CAM" TRAFFIC YELLOW (SEE NOTE 1) ELEVATION NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW LIGHT BASE DETAIL SUFFIX ONLY, LE- BV-CAM) 4-#8x8' (MIN) LONG BARS EQUALLY SPACED oz 1" MIN. LIGHTING CONDUIT ON io ENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), BARS SHALL BE FIELD TIED. #3 TIES 16" O.C. MAX LIGHT FIXTURE ORIENTA24"DIA. CONCRETE FOUNDATION @° (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED VERTICAL AND HORIZONTAL ORI3" MINIMUM COVER TYP _ FLUSH WITH FACE OF LIGHT POLE WELDING NOT PERMITTED. cv BASE. LOCATE JUNCTION BOX SUPPORT REINFORCEMENT IN TOWARDS FRONT OF BUILDING. ITS PROPER LOCATION FROM BOLT COVER TYPICAL JUNCTION BOX SHALL BE CARLON PART NUMBER E1212C24 WITH THE FORMWORK DURING --gg-- CONCRETE OPERATION. SECTION "B-B" E1212DIV FIELD INSTALLABLE DIVIDER M N- REFER SPECIFICATIONS / Z BELOW FROST LINE 2V HANDHOLE WITH COVER REMOVED DIAMETER BURNDY COPPER #KPA4C GROUNDING LUG WELDED SCRULUG AND TIN PLATED TO INSIDE OF POLE NUT AND BOLT OR BURNDY COPPER #KC20 SERVIT TWO PIECE BOLT ATTACHED TO GROUNDING LUG COVER REQUIRED NOTES: #4 GROUND CABLE ATTACHED 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL LOCKING WASHER _ _ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. IF SUPPLIED BY NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. 55' MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. WASHER �5'MIN_ BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE LEVELING NUT VALUE OF 1000 PSF. (MAX 1" FROM 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE I.8.2C(4) OF "EMBEDMENT OF POSTS SPECIFICATIONS WITH OVERTURNING LOADS". ANCHOR BOLT 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. f D ETA I L_ C 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN -PLACE. PRE -CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE. 12112 B 1/4„ BOLT CIRCLE Q � m RAO/</S a TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL N.T.S. 8"X 4"X 2 3/4" JUNCTION BOX N.T.S. 04/19/16 LIGHT BASE '45 DEGREE LIQUID -TIGHT CONNECTOR STD. HAND HOLE 2" LIQUID -TIGHT CONNECTOR 2" FEMALE ADAPTER LIGHT POLE 2" PVC CONDUIT CONCRETE PIER 45 DEGREE BEND 2" SECURITY (TYP) CAMERA CONDUIT 2" PVC COUPLING 2" MALE ADAPPVCTER 3/4" 480V 24" CURVED LID POWER CONDUIT JUNCTION BOX - PAVING 4' POLE MOUNTED CAMERA DETAIL_ NOTE: ONLY FOR POLE LOCATIONS DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM. CAMERAS AND WIRING BY OTHERS. 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. 0 2,-0„ v PAVEMENT OR FINISHED GRADE /�vE,�% 9 °.a \ 3"COVER \\j OVER FOOTING 0 O= 7 FILL POST w/ CONCRETE mz ¢z w = 3500 PSI P.C. CONCRETE MINIMUM E \, (TYP.) 3"MINy\\� as a NOTE: V-6" ALL PIPES SHALL BE - -I PAINTED TRAFFIC YELLOW PIPE BOLLARD N WHITE LEGEND RED BACKGROUND NOTE: SIGNS SHALL HAVE R1-1 DIAMOND GRADE, ASTM TYPE XI, SHEETING. 30"X30" "STOP" SIGN WITHIN PARKING LOT N.T.S. 30" HERE JeOFOR LEGEND,BORDER -BLACK NOTE: BACKGROUND - WHITE SIGNS SHALL HAVE (RETROREFLECTIVE) DIAMOND GRADE, STOP SYMBOL - RED ASTM TYPE XI, (RETROREFLECTIVE) SHEETING. R1-5b "STOP HERE FOR PEDESTRIANS" SIGN N T,S. 18"X12"SIGN RESEM PAIN R7-8 TYPICAL AT ALL ACCESSIBLE GREEN LEGEND PARKING SPACES WHITE SYMBOL ON BLUE ON WHITE BACKGROUND 12"X6" PLAQUE TYPICAL AT ALL VAN R7-8P VAN ACCESSIBLE e� esrmi E PARKING SPACES GREEN LEGEND ON WHITE BACKGROUN 12"X9" PENALTY SIGN WITH WORKING AS REQUIRED BY STATE OR PER LOCAL CODE NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. ACCESSIBLE PARKING SIGN N.T.S. STANDARD RED AND WHITE SIGN NOTE: SIGNS SHALL HAVE R5-1 DIAMOND GRADE, ASTM TYPE XI, SHEETING. "DO NOT ENTER" N.T.S. - - DTGRDPST 08/17/09 N.T.S. 24" 24" EQ. EQ. TRUCK EXIT.. � TRUCK EXIT...... 7" 10" 7" 7" 10" 7" "NO TRUCK" BLACK LEGEND ON WHITE BACKGROUND (TYP.) ALL SIGN LETTERS TO MPLY WITH STANDARD HORIZONTAL ALIGNMENT (TYP.) ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2 00) SIGN (W/AR ROW) VERTICAL ALIGNMENT (TYP.) N.T.S. 24" 30" EQ' EQ. EQ. T10" 7" .�E�Q 4.5" "TRUCK ENTRY" BLACK LEGEND ON WHITE BACKGROUND(TYP) ALL SIGN LETTERS TO WITH STANDARD HORIZONTAL ALIGNMENT SIGN (W/ ARROW) ALPHABETS FOR HIIGHWAOY MPLY SIGNS (SERIES C 2 00) VERTICAL ALIGNMENT (TYP�YP) N,T.S. �pAr-W www.cphcorp.com Bui/ding Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph:863-252-2761 Plans Prepared By: CPH ,LLC A Full Service A & E Firm C 0 D CU aaaaaaaz Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 Z O Ill o � = O r IllLU U_ Q Q ,, W � Q U W O LL W O t� Uj >- 0 Lv z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. C5m3 Page 52 of 104 2 3 4 61 6 8 9 IF 11 12 01 B ED DTVFZDT rel D H 8" CMU WALL — PAINTED LP135J REF STRUCT FOR REINFORCEMENT HEAVY DUTY BUTT OR BALL BEARING HINGE, TYP OF (3) AT EACH GATE 2" x 4" GALV STEEL TU WELDED MECHANICALLY FASTI CORRUGATED METAL SIDING TO STEEL FRA 2" x 2" GALV STEEL TU CROSS -BRACING WELDED 2" x 4" GALV STEEL TU WELDED GALV CORRUGATED METAL S1 PAINTED FRONT (DRIVE) 2" x 4" GALV STEEL TUBE WELDED SECTION METAL GATE 1/2" = V-0" SELF-CL( LOCKABL METAL G FRONT (FACING DRIVE) TRASH ENCLOSURE SECTION 1/2" = V-0" 1 FSA2.3 MECHANICALLY FASTEN CORRUGATED METAL SIDING TO STEEL FRAME 2" x 4" GALV STEEL TUBE WELDED GALV CORRUGATED METAL SIDING, PAINT MASTERLOCK 706D HASP, REF SPECS 2" ' x 2" GALV STEEL TUBE CROSS -BRACING WELDED LOCKABLE HEAVY DUTY QANE 80 SED STRIKE 02N vE;%/& OPENING SIDE 119WIVD SITE PAVING METAL COPING CAP 8" CMU PAINTS C REF STRUCT FOR REINFORCEMENT EXPOSED CONCRETE ROUNDED ATTOP 61' DIA STEEL PIP BOLLARD FILL .1 CONCRETE. SAW CUT 18"xI8" SO HOLE THROUGH PAVING. AUGER 18" DIA HOLE FOR FOOTING. PAVING OR CONCRETE SLAB FENCE POST TO BE 3'-0" DEEP OR 6" BELOW FROST LINE WHICHEVER IS GREATER, TYP. _6" DIA. FOOTING BOLLARD DETAIL 011 REAR, (FACING WASTE/RECYCLING) TRASH ENCLOSURE SECTION 1/2" = V-10" 1 FSA2.3 METAL COPING CAP PREFINISHED TO MATCH CMU WALL - GALVANIZED FORM RAIL - SEALANT MENIM WALL CAP FLASHING 3" = V-011 7FSA2.3 6' x 6" CURB CMU WALL 4" x 4" STL TUBE GATE POSTS METAL GATE 1" 1'-0" 1 FSA2.3 COPING 135 WALL— DLP135J RUCT FOR RCEMENT 4'x 4" STL TUBE GATE JAMB 6 POSTS EMBED INTO 18" DIA 4' 0\2. DEEP CONCRETE FOOTING REF Maw METAL COPING [P135 AP LOCKABLE HEAVY DUTY CANE 'SELF -CLOSING, LOCKABLE BOLT WITH IN -GROUND METAL GATE PAINTED RECESSED STRIKE ON EACH REF GATE AT OPENING SIDE TRASH ENCLOSURE FRONT ELEVATION 8" CMU WALL — PAINTED LP1 35 REF STRUCT FOR REINFORCEMENT WOOD FIBER TAPERED EDGE STRIP TREATED 2X WOOD NAILER FASTENERS AT 12" OC SEALANT 1/4"X4" MASONRY SCREW ANCHOR AT 12" Oc STAGGERED 8" CMU WA PAINTE D REF STRUCT FOR REINFORCEMENT 1" 1'-0" 5FSA2.3 -8" CMU BOND BEAM, REF STRUC suffm TRASH ENCLOSURE REAR ELEVATION 1/2" = V-0" 1 FSA2.3 BOLLARD, TYP OF (2) RE� PAINTW G OR NT HFA-AE, L T D. t 479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 v,,vw,hfa-ae.corn w L-I UZI) p N MW O'w LLJ❑ 'OEP zu W. La -w �ao¢z<'w Ww -20 20:5 Z LD3: 0 az4DOW'3azz<w, z 5: R<�Wwcct<gzNo 82 x -." ',� .'O�� Z) L6 � won,< om,zwooDwx� H-0 WMO-Howo, o w, 10wDx < 1 1 0 j<0 U) zuz'�5'.!z ..... z 0 n '<�w2210 0000 K w< j E X LLI LO -a 0 0 0 3: 0 _j W0 U_ C) LO 0 06 0 o Uj R — LU o0 Z m ce) W 6 � C? -,1- cli O00 < C� N z 0 0 W < _j 00 7- z 00 0 ISSUE BLOCK CHECKED BY: SP/DS DRAWN BY: DS/SG DOCUMENT DATE: 04/14/25 PROTO: L-L-45 (RX-R) PROTO CYCLE: 12/13/24 TRASH ENCLOSURE PLANS AND DETAILS SHEET: FSA2.3 www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH,LLC A Full Service A & E Firm C 0 (D 4- CU aaaaaaaz Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 02/2025 2025 z 0 F_ o < UL WUj LL W0 Z LU CO 0. 0 U_ 5 0 o LLJ 0 0W Uj z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. 1/2" = 11_0" 1 FSA2.3 1/4" = 1'-0" 2FSA2 C5m4.] Page 53 of 104 Page 54 of 104 Page 55 of 104 1 2 3 4 5 6 7 8 9 10 11 12 Extent of Pavement Replacement Straight and Smooth Saw Crown trench in Existing Grade p Cut Existing Surface unimproved areas (3" Trench Width Varies Treatment min.) Driveway Based on Pipe Dia. q _40-6' 18" Replacement Base --� www.cphcorp.com Building Better Right -of -Way Line //.\\// Communities Together 2 1// Ph: 863-252-2761 Varies Curb StageV Prior to seeding or planting /� 2" Prior to sodding \/� /� / m Butt -Joint Detail See Note 6 �/� �/� C Stage 1 + /\//\ � Plans Prepared By: 4° rSee Note 7//� �j�//� CPH Consulting, LLC •''" Clean Fill' A Full Service A & E Firm 711, A A I I ILT 1/2 of Pipe Diameter or 1' Min. Typical Cross Section 2 4" Concrete over 12" (typ.) B compacted fill. �/� /� C: r 5 1/4" Per Foot Cross Slope „ .. / a Q 3 ry Rock Bedding / -i- a) Y o (See Notes 2 and 6) i 0 O Stage Compactions: \///Q ui Curb & Gutter \// //� /�/�/ �/� /\// = d 1. Backfilling of trench shall be in six inch (6") maximum lifts. //.\. i\////�\�\/�///�\., i. U) LL 2. Stage 1: Backfilling trench in Stage 1 shall use proper mechanical Undisturbed Earth O equipment to insure proper compaction throughout, including pipe Roadway *a Pipe *a haunches. Diameter 3. Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub -grade. *a See Note 3 Legend NOTES: NOTES: NOTES: 1O Driveway: approach and sidewalk 6" Thick - fc' = 3,000 psi @ 28 days, 1. All work and material for the Flexible Pavement Reconstruction shall be in fiber reinforced concrete 1. Tooled Control Joints at 5' O.C. max. 1. Pipe bedding material and trench backfill shall be select common (clean) fill accordance with the most current City of Ocoee - Engineering Standards C 2. Expansion Joints at 25' O.C. max. compacted to 95% (98% in roadway) of the maximum density as per Manual (available at OCOEE.ORG). 2 Sidewalk: 4" Thick - fc' = 3,000 psi @ 28 days 2. Any conflict between ESM specification and this sheet's specifications shall O 3. Joints shall be constructed within 24 hours of pouring concrete AASHTO T 180. be resolved by the more stringent requirement. O Expansion Joint: bituminous fiber board material 1/2" thick and full 4. Sidewalks shall be Class I, 3000psi 2. Contractor shall install crushed rock (or equivalent bedding material) where 3. Replacement asphalt shall match the existing structural and friction depth 5. Sub -grade or base shall be compacted to a minimum density of 98% of the pipe bedding does not provide solid support (yielding or plastic). Depth of courses for type and thickness in accordance with requirements as set maximum density as determined by AASHTO T-180 for sidewalks/bike material shall be a minimum of 6", or as needed, to provide non -yielding forth by the ESM. 4 Construction Joint: tooled, dummy or sawed (1" depth minimum, paths and curbs. support for the pipe. All unsuitable material shall be removed from pipe 4. Replacement asphalt shall be installed the to the full width of the travel spacing equal width of sidewalk) 6. Refer to plans for sidewalk width. Sidewalk shall be a minimum of 5' if a bedding unless special provisions are approved by the City. lane. width is not specified on the plans. 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch 5. Backfill and base material shall be clean and homogenous compacted to 0 Approach Transition: Flair Curb shall be dropped if not mountable 7. Refer to the plans for the curb height. If no curb height is specified, use 6" compaction, but shall be no greater than 15" on each side of pipe for pipes 98% of the maximum density per AASHTO T-180. Tack shall be added to less than 24" in diameter (24" for pipes 24" in diameter or greater.) the new base material prior to installing the replacement asphalt. 4. Water shall not be permitted in trench line during construction. 6. Base course shall be prepared in 6" lifts maximum, and thoroughly Notes: 5. Pipe line shall be installed with bell fitting facing upgrade. compacted. Curb shall be dropped through driveway with 3' transitions each end of 6. Gravity sewer shall have a 6" minimum rock bed. 7. Where trench line abuts existing curb(s), construct clean butt joint with driveway for non -mountable curb. curb. In the event curb is undermined and/or compromised, curb shall be replaced. All wooden stakes used in form work if left in place, shall have 2" or more of concrete cover. D 10 CITY OF OCOEE --_ CITY OF OCOEE -_ CITY OF OCOEE -_ CITY OF OCOEE -_ DETAIL _ \ DETAIL _ \ DETAIL _ \ DETAIL NO. CONSTRUCTION DETAILS]=__ NO CONSTRUCTION DETAILS__ \ \�� NO CONSTRUCTION DETAILS \NO. CONSTRUCTION DETAILS j_\ � __o \SEEN o PW002 Open Cut j ^ ��� \ PWO03 j ^ O` PWO05 O� \ UT001 j l Driveway Approach j �� Sidewalk, Curb, and Pavement Detail j �� Pipe Bedding and Trench Flexible Pavement Replacement �J7//���\� \ a �� �j = \ \ -% = \\#T DATE: July 2022 SCALE: N/A �IIIIIIIIu �mllllilllDATE: July 2022 SCALE: N/A �IIIIIIIIu„ mnllllilllDATE: JUNE 2020 SCALE: N/A 'Illlllllii�( °ii\i IIII�II1DATE: September 2019 SCALE: N/A O E D Sege Note 8: 24" N a', #4 bar with 2" minimums T F PVC/HDPE Restraint Table Minimum Length (FT) to be Restrained on each side of Fitting(s) Fittings Pipe Size 4" 6" 8" 10" 12" 16" 20" 90° Bend 18 24 32 38 44 55 74 45° Bend 10 10 13 16 18 23 31 22 1/2° Bend 10 10 10 10 10 11 15 11 1/4° Bend 10 10 10 10 10 10 10 Plug or Branch of Tee 30 47 64 81 98 133 167 D.I.P. Restraint Table Minimum Length (FT) to be Restrained on Each Side of Fitting(s) Fittings Pipe Size 4" 6" 8" 10" 12" 16" 90° Bend 15 21 27 32 37 47 45° Bend 7 5 11 13 16 20 22 1/2° Bend 5 5 6 7 8 10 11 1/4° Bend 5 5 5 5 5 6 Plug or Branch of Tee 30 47 64 81 98 133 ERgioF� - concrete cover ID Finished Grade (13 24 Early Warning Tape Existing Grade 0 OF ccwTo?1E SIR M COF ti v M N # a a a a a a a Z G 0 „ DTir qA 12 Tracing Wire % 1" Maximum Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART `r # TiURNS / Valve I.D.oncrete Collar D. Marker �cW IOPEN -I- / Job No.: W131430 (See note 6) (See note 5) Date: 06/2025 @ 2025 Pipe Finished Grade 1 Cross Section Z FF"I u I I-il I racing vvire 1" max ( l _ . from Top of Pipe. v Actuating Nut for Valve ���� �� �� _ - ,�Adjustable cast iron NOTES: �- valve box Valve box shall rest on Adjustment Ring bedding rock, not on 1. The restraint values as indicated by the "Restraint Table" are minimum NOTES: --_ valve or pipe, and shall _ _ _ -- values. Design engineer shall be responsible for confirming field conditions, be centered on and make adjustments accordingly. 1. The restraint values as indicated by the "Restraint Table" are minimum Valve i operating nut. 2. All fittings shall have restrained joints unless otherwise indicated. values.Design engineer shall be responsible for confirming field conditions, ♦ �� �� �� �� �� �� �� �� �� �� �� �� �� 3. No restraints required if continuous pipe length to fitting is greater than and make adjustments accordingly. Pipe/Main value provided in "Restraint Table" above. 2. All fittings shall have restrained joints unless otherwise indicated. G 4. Where two or more fittings are laid in -line, use greatest restraint length for 3. No restraints required if continuous pipe length is greater than value W 0 coverage. provided in "Restraint Table" above. Transverse Section 5. For in -line valves and through run of tees: outside limits of restrained joints 4. Where two or more fittings are laid in -line, use greatest restraint length for Q from other fittings need not be restrained unless otherwise indicated. coverage. 0 6. Lengths shown in the table have been calculated in accordance with the 5. For in -line valves and through run of tees: outside limits of restrained joints W J procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as from other fittings need not be restrained unless otherwise indicated. NOTES: 0 Q LL published by DIPRA, with the following assumptions: 6. Lengths shown in the table have been calculated in accordance with the 6" FDOT #57 Stone procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as 1. All pipe shall include the installation of #10 THHN copper tracing wire W Working Pressure: 150 PSI published by DIPRA, with the following assumptions: capable of detection by cable locating equipment. Z UJ NOTES: 2. Tracing wire shall be buried directly above the transverse centerline of the 0 Soil Designation: SM (Silty Sand, Sand -Silt Mix.) J Laying Conditions: 5 Working Pressure: 150 PSI pipe. V Soil Designation: SM (Silty Sand, Sand -Silt Mix.) 1. PVC extensions shall not be used on valve box. 3. End(s) of the locating wire shall be such that wire can be accessed by (- 0 7. For pipe sizes not included in the Restraint Table or pipe material not Laying Conditions: 5 2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. locating equipment assessing the wire in a valve vault or blow -off box. _ LL adhering to given conditions, design engineer shall determine and specify 3. Valve assembly shall include center spacing guide from the City's Approved Materials List. Wire is required to extend 12" minimum above finished grade. 0 pipe lengths which shall be approved by the City. 7. For pipe encased in polyethylene, use values given in parentheses or 4. Where valve nut is more than 36" below grade, valve assembly shall include an extension 4. Unless approved by the City, early warning tape indicating the type of pipe increase the given value b 150%. shall be required. �" W 9 Y from the City's Approved Materials List. 8. For pipe sizes not included in the Restraint Table or pipe material not 5. All directional drill pipe shall have locating wire attached to the top of pipe 5. Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000 V ` adhering to given conditions, design engineer shall determine and specify and shall remain on the top of the pipe during installation. v V psi minimum @ 28 days for non -pavement areas. 6. All service lines shall have locating wire laced on the pipe as described in pipe lengths which shall be approved by the City. 9 P P p 0 H 6. Valve Marker shall be from the City's Approved Materials List and shall include "City of City of Ocoee detail UT206 "utility Service Connection" Ocoee", main type, size, material, turns to open or close valve, and direction of rotation. 7. All wire splices shall be completed with twist -on type wire nuts with gel or 7. Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the grease filled moisture seal. City. If approved, Contractor/Developer shall reach out to the Utilities Department on the 8. All tracing wire installation shall be tested and verified for continuity by the location of the Valve Tags. contractor prior to final acceptance 8. For Valve Box approved in pavement, a disk valve marker shall hang in the valve box anchored to the locating wire. W Z DETAIL CITY OF OCOEE j = DETAIL CITY OF OCOEE j = DETAIL CITY OF OCOEE j = DETAIL CITY OF OCOEE j NO. CONSTRUCTION DETAILS j % _ =s \ ��� NO CONSTRUCTION DETAILS j % _ =s \ �� NO. CONSTRUCTION DETAILS %=-_ \o NO CONSTRUCTION DETAILS 110011 UT004 PVC/HDPE j ^ \O� UT005 Ductile Iron j ^ \O�� UT009 j ^ \O� UT010 „� j 00 „ „� , j �� „ Valve Box and Cover „� j �� „ Pipe Locating Wire j �Q Pipe Restraint Table ////�� /// /////j = THIS SHEET NOT VALID FOR Pipe Restraint Table J//// /// _\\\\\� \\\ \ \\\��\ CONSTRUCTION WITHOUT DATE: April 2019 SCALE: N/A 'fllllll�lI��Illllllum. �nlllllilllDATE: April 2019 SCALE: N/A I��Illllllui\ii\i IIII�III��Illllllui� °�ii\i IIII�II��''''',�� IIIIIIi i�° " ���ii►ill►IIIIIII����� DATE: June 2021 SCALE: N/A DATE: April 2019 SCALE: N/A COMPLETE SET OF PLANS. Sheet No. C5m5 J:\Wl3l430\CiVil\DWG\-Current-Plan-Set\Wl3l430 - Agency Details.dwg, 10/7/2025 9:57:01 AM, Benjamin Hansen, Page 56 of 104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 Pipe/Main color based on A use. Main (type) Main (type) See Note 2 for lettering size Drill hole in Valve and orientation. Box below collar and above valve PIPE LETTERING NOTES: box threads),jj 1. Lettering shall be per the American Water Works Association. 0066((11 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. Provide one continuous loop of / tracing wire with 24" of excess `•� ^ • • �' 4. Lettering shall be of contrasting color to pipe/main color. and coil excess tracing wire in ' valve box B ...Pipe Marking (Lettering) #10 THHN Solid Wire N.T.S. See Manhole Connection Detail Outside of Invert Bench UT102 Manhole Inside of WWW.cpheorp.col'Y'i Manhole Bui/ding Better Pre -Molded Plastic Joining Communities Together Joint Sealer with All faeg Protective Wrapper Surfaces to be (RD Wrapper to be Pre Primed 1125 BARAND, FL 38 01 Removed) LAKEL 63-2 2- 761 Ph: 863-252-2761 Flow invert to be smoothly Monolithic sloped in the direction of Base flow with channel Wall Joint Section Plans Prepared By: matching pipe diameter CPH Consulting, LILC Invert Section A Full Service A & E Firm Manhole Ring and Cover See Note 8 for Mortar in Ring Setting Cover Adjust final cover grade with 2 to 4 courses of Cone Transition brick ry See Note 4 0 t` Main (type) Main (type) Main (type) NOTES: Bituminous (Coal Tar) p Q Coating Both Inside and . Z 1. The table above represents the minimum separation requirements as described in the City's Engineering Outside of Walls 4' 5" w Diameter = 2.5" to 4" Standards Manual. The most stringent requirements between the City's Standards and the guidelines set n forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newt proposed utility lines Invert Bench to three = J 3" Tape centered along the top half of pipe. ( ) pp y y p p y quarters height of pipe, rn " and existing or proposed utility lines. O 2. Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The gently sloped (12 to 1) 171 joint shall be no less than the required distance from the center of the crossing of the two pipes. The water and bituminous coated j q g p p ( 6" in. (aaAt) uleW (aaAt) uleW (aa,c;) uleW pipe shall be above the other pipe unless otherwise approved by the City.) Rock Bedding 9" Thick -4 Main (type) Main (type) Main (type) 3. Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from Extending 9" Beyond 8" Min. the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in Float Tab Diameter = 6" to 16" 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.) Two (2) 6" Tapes along both sides of top half of pipe. NOTES: 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 Manhole Section 1. All pipe shall be installed with # 10 THHN solid copper tracing wire. 62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P. C Tracing wire must be installed directly above the pipe in a continuous with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to NOTES: (ad/y) uleN (adAl) uleN (ads(;) uieW circuit. the City. Main (type) Main (type) Main (type) 2. Tracing wire shall cover all main, pipe, branches (including fire hydrants) 4. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by 1. This detail is for pre -cast standard and receiving sanitary sewer manholes. and service connections. 2. Sewer main sizes connecting to the manhole shall range from 6" to 24" in diameter and not less Main (type) Main (type) Main (type) 3. Tracing wire shall extend a minimum of 12" above grade at required F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw 9 9 intervals and/or valve lids. sewage, and the separation list for sanitary sewer shall apply. than 2" from floor of bottom casting. All other sizes shall require separate design and approval. Diameter = 20" and larger 4. Tracing wire shall be coiled and placed in a valve box and shall be easily 5. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation 3. All manholes where any invert into the manhole exceeds 18" shall require a drop connection accessible. requirements. (See detail UT102). Three (3) 6" Tapes along top and both sides of top half of pipe. 4. Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be 6. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the Warning Tape placed in a properly identified cast iron valve box (Valve Box and Cover outside dimension of each pipe/main. to 36". Concentric configuration shall require written approval by the City. N.T.S. Detail UT009). 7. All Sanitary and Storm Structures shall follow separation requirements above. 5. Receiving, fCity of in connected and drop manhole shall in continuously lined with . approved 8. Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross. liner on the City of Ocoee's Approved Materials List at a minimum of 90 mil thickness. WARNING TAPE NOTES: 6. Bottom casting shall be monolithic with first riser. 9. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or 7. Riser between top cone and bottom casting shall be no shorter in height than 60". 1. Tape color shall be in accordance with (same) as main/pipe color. future grading to ensure the 36" coverage. 8. Manhole cover to be set 1/4" above and matching slope pavement and should be set at plan 2. Tape lettering shall be at least 1" in height with no greater than 12" in 10. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must grade unpaved areas. l be approved by the City and is subject to special conditions and materials. spacing. 9. All seams from structure joints, pipe connections and ring shall be WrapidSealed. 3. Warning tape shall extend total length of pipe. 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, D embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc. DETAIL CITY OF OCOEE j = \ DETAIL CITY OF OCOEE j = \ DETAIL CITY OF OCOEE j = \ DETAIL CITY OF OCOEE j NO. CONSTRUCTION DETAILS j�=__�\ ��� NO CONSTRUCTION DETAILS %___ \\" NO. CONSTRUCTION DETAILS j� - -- \ p\ NO CONSTRUCTION DETAILS j Pipe Identification �� \� 10001, \ \ UT011 j \ UT012 j UT013 / \ UT101 w j & j = �� \ `t Tracing Wire Location j = �� `t Pipe Separation Requirement Table j = �� \ \t Sanitary Sewer Manhole Warning Tape Ill � � �j \ ��\\\ Ill � �j \ ��\\\ Ill � �j \ ��\\\ 11/��� � �j/ \ \\���\\\ gp DATE: April 2019 SCALE: N/A""�I������IIIIiI/ii ( :i\lil►III����I'''DATE: April 2019 SCALE: N/A""�I������IIIIiI�i ; itiil►III����I'''" ++ ` DATE: November 2022 SCALE: N/A �I�I����Iillu/ii ( :i\lil►III����I''' DATE: July 2019 SCALE: N/A O E D (D W Precast Manhole N Wall (Typ) :,:a old o 0 25 3/4" Varies Varies S. S. Band U N Grout with Hydraulic SEWER -----Lot Line-- Wye With Branch Sewer Main :; Resilient Connector a U Cement Around Pipe e p e p e p e i Size Varies and Bituminous Coat all 450 Bend a a a a a a o Exposed Surfaces PVC or Cover Section Z D.I.P USF 45-1 Cover All- Designed: M. LOMELI a S. S. Pipe Cover Drawn: D. COLLAZO .:. c.... ... •.. ; Clamp IProperty Clean -out _ Line Checked: J. LOCKHART 32 1/2° 1 (See Note 1) IF Pipe Connection for Pipes 24�� 35 1/2" � Job No.: W131430 - ----- Double Wye ' Date: 06/2025 © Less Than do Section2025 00 24" Plan View 27" Finished Grade ---y _. _...__ r... Flush Ring Section / Ring Section USF 1295 Ring 2USF 227 Ring � o Z Slope To Terminal Depth c At 1.0% Minimum T p. E (Y ) VARIES Manhole _ e, .: *..'•': Rotate 300 (Typ.) Spring Line V♦ PVC Tee (See Note 3) See Connection i� Manhole lining Red Brick or ... Sewer Main G Influent to (where required) Precast Concrete W 0 Section Above for Manhole Risers Tie -In Details (Typ) .; Private Single Lateral ( Double Lateral Private Q Drop Connection Pipe Manhole lining 0 Invert Bench d. LL (See Note 2) Flush Casting Mount (where required) To Home Right of Way To Home W J a. U. Concrete Pipe Encasement Standard Casting Mount Section View 0 Influent to Spring Line of Pipe to Top of W UJ Manhole o Bottom Slab and 6" Around Pipe (- Z UJ NOTES: PVC 90 Fitting � Q (51. Use Ring & Covers Detail as depicted on this sheet for standard manhole NOTES: O Drop Invert applications. Refer to UT104 Large & Receiving Ring and Double Cover Detail for IIAAAAA Standard Drop Section large (6' or greater) and receiving manholes. 1. Clean -out (shown hatched) shall be installed by the builder in LL. Qd bi l d dplumbing code. t with wstandard n/ 2. For structures with top elevation at surface, use "Flush Structure Casting", USF accordance� NOTES: 1295 Ring. 2. Locate clean -outs as close to the property line as possible. 3. Brick shall be solid red (clay) brick meeting AASHTO M114 -Grade MW. 3. Invert of service lateral shall not enter sewer main below spring line. W 1. For manhole covers, see UT103 Standard Manhole Ring and Cover Detail and UT104 4. Red Brick or Precast Concrete Risers should not exceed four levels. 4. The minimum terminal depth as required for house service is 3'. V Large & Receiving Manhole Ring and Double Cover Detail. 5. Manhole lid shall be Lettered with "City of Ocoee" (top), Sewer (center) and Florida 5. Service Laterals shall be a minimum of 6" for non-residential scenarios. V H 2. Drop pipe and fittings shall be of equal size and material to the influent sewer line. (bottom). In residential areas, service laterals shall be a minimum of 4" to the O 3. The drop connection provided above is limited to pipe size less than 24". Alternative 6. Manhole lids shall have two (2) non-pentrating pick holes. right-of-way and then 6" to the sewer main. design must be approved by City for pipe sizes equal or greater than 24" in diameter. 7. Where manhole lining (coating) is required, coating shall extend to ring sealing 4. An outside drop connection is required for all influent lines 18" or more above the manhole and coating ring's mortar bed. inverts. 5. Bottom elevation of drop shall be 0.1' above effluent invert. W Sm DETAIL WE CITY OF OCOEE / _ DETAIL CITY OF OCOEE / _ __ \ DETAIL CONSTRUCITY OF OCOEE CTION DETAILS �° NO. CONSTRUCTION DETAILS / j = __ \ ��� NO CONSTRUCTION DETAILS / j _ __ �� NO. UT102 00 Sanitary Sewer Connection' j/ ^ �\� \ UT103 Standard Manhole ��� \ \\, UT105 Service Lateral „�///j��0�\ \\\` Ring and Cover \\\ (��� /_ \ ���//i� THIS SHEET NOT VALID FOR DATE: July 2019 SCALE: N/A ill(((( �� !, �p\\\\\� �'I����Illllut�l: � ���niillli������'''',����1 DATE: April 2019 SCALE: N/A ��I����IIIIIIi ��% \°�iiiilll������''''',����� �jf'�'��IIIIIIUi \ gllllili���"'''''�,���� CONSTRUCTION WITHOUT DATE: April 2019 SCALE: N/A COMPLETE SET OF PLANS. Sheet No. C5m6 Pipes/Mains Separation Requirement Table (See Note 11 for Structural) Potable Reclaimed Sanitary Sewer Storm Sewer Structural Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Potable// 3' 12" 10, 18" 3' 18" 10, Reclaimed 3' 12"ZZ 3' 12" 3' 12" 10' Sanitary Sewer 10, 18" 3' 12" 3' 12" 10, Storm Sewer 3' 18" 3' 12" 3' 12" :71 10, Joint Spacing Requirement Table (See Note 2) Potable Reclaimed Sanitary Sewer Storm Sewer Potable/Z 3' 6' 3' J:\Wl3l430\CiVil\DWG\-Current-Plan-Set\Wl3l430 - Agency Details.dwg, 10/7/2025 9:57:04 AM, Benjamin Hansen, Page 57 of 104 1 2 3 4 5 6 7 8 9 10 11 12 Hydrant Operating Nut Isolation Valves Double Check Valve A Hose Nozzle ( 3 ' to 5' Backflow Assembly p p '—Pumper Nozzle WWW.0 it Ot' .CO Facing Street : r. :. •: Building Better ;FLOW ° ; • . " + > :� �� .: ' :'r., Communities Together 18" Min. Above _� 's; : •' , • .. . • " '"' . R .... +. •.: �, •. Maximum 6" Clearance ' ' " " ' b ` ' Finished Grade Public Private Public Private , .':••" . R .' .•.,> Between Concrete and --�''' "' ` ` ' _ '• a 1125 BARTOW RD } LAKELAND, FL 33801 Bottom of Nuts/Bolt City Water Meter with Meter Kit Flanged Fitting Backflow preventer City Water Meter with Meter Kit Flanged Fitting r . �• ~ Ph: 863-252-2761 (Shall be purchased from the (Shall be purchased from the '' : ' O e' ` ' ` ., ' . 10 <,Y City) [see note 1] City) [see note 1] S piece Spool w °• ' 4;.r.•..•r.�. «,y:. ?:.-a: k;:o-::...,� �;..T:%:�.:3,"r;, 0. Gate Gate Valve p P •. t.; .....,�:. . �; '. .',:. ;:;' �'•►;.: :.+". (See Note 3) >... : ,;._ • . ;•' ' Flanged Curb Stop Flanged Curb Stop — e� : ,�..'; ` .v , ;• :; t':" Plans Prepared By: CPH Consulting, LLC Sidewalk Finished Grade Expansion Fiber X 9" Min. Spool Piece 9" Min. OS & Y Gate Valves A Full Service A & E Firm to P cm T (See Note 3) X co 24" Material (TYP) 5 ( yp.) c (Typ.) (FLG) (2 Required} pass Backflow Finished Grade Plan View Assembly Co�2 �R Bypass Detector Meter mpacted Concrete Backfill Maintained By City B ° e ° e - ° e - ° e ° > - `MJ Hydrant /\//\\//\\// \\�\\\ 6" Concrete Slab ~ ° . o ° . o . o ° . o ° . o ° . o\\ \\/\\/ \///////\/ \\/\\/\\\ \\ \\/\\/j ////\//\/\ \ \\\ \\ \\/\/ //// //\/ \\/\\ \\/\ / // / / ° ° ° oo'° Anchoring Tee .//\\/ \ \\ \\/\ // // / //\ /\\ \\ \\ \\/\/\// //\///\/\\ \\ \\/\/\ // ////\ \/\\/ \\\ \\/\� (2500 PSI Concrete) \\\/\\/\\ \//\�///\//\/\\/\\ \\/\/ ry Zr.— 90 Bend = o Resilient Seat Gate\/ /\\//\\�\\�\///\ \\/�\\�\\/��/\�/\�\ \ ��\/ Isolation Valves g U 6" Bedding Rock Valve and Box \ /\/, 61 \ ` \\ /\\\ \\\, \// Flanged Joint 0 O (See Detail UT009) 12" TYP From Resilient Seat Square Nut 18" Wide x 6" To From Resilient Seat Square Nut To Q LCL u Main Gate Valve Concrete slab with Structure Main Structure Pipe 12" Min. Gate Valve = (For Valve Box and Cover #4 Bar all around (For Valve Box and Cover 18" Wide x 6" Concrete slab with Support 16' Max. O u_ Sidewalk Sidewalk see Ocoee Detail :6.•'>ax'ci:r?�.%:r.'t•��wn'.y.:.1.!.w..=.:.e:;+.;.L,.".�'.Mi,..xr_o=s..;..�,.r..�js.•..::•+�e.n.t�-3. .5.y3ti?".,=J.fyv.''.y:„•.;,+�..'�.:�,4L.:t $:sL'. ¢%:1f•m.._ r:�i_,.♦:.t_N<'�...'t.s r, «".::.;+SC.::i.1..i Yr"''f..iu•r-ii''a`� 'f:�S�*�'' i;.::A%a"?":+t=c"H;:�:a `x", `�,�.',..r+wish�+°S5:;:4�'�.4•:.e R'3Y.�,.+k:,.:r�,..aR-0.'i'�4'«i'...: UT009) (2ReqUired) see Ocoee Detail UT00g) #4 Bar all around( Required) i� \\ ,• ; ►".• ` /77/ ,X«.lExpansion Material to be placed between DIP Fire Hydrant 90° Bend Fire Hydrant 3' Min. Cove '\\ ' i, \ P/ �\ Assembly �� Assembly \\/ and concrete slab\\ ` Riser FLG X MJ 90° Bend (MJlMJ) I Water/Reclaim Water/Reclaim _� Restrained Joints ------ Main Main C From Main Profile View To Service Edge of Pavement Edge of Pavement Standard Configuration Alternate Configuration NOTES: Note: NOTES: 1. Hydrants shall be painted with double coat enamel paint per 1. Backflow assembly shall be owned and maintained by the property owner. the following: NOTES: 1. Contractor shall be responsible for installing City water meter matching pipe size 2. The City shall own and maintain the meter. • Public Potable Water - SafetyYellow Pantone 13-063OTN with meter kit and shall supply and install all materials. 3. Utility easement size minimum shall be 10 feet by 15 feet. 1. Contractor shall be responsible for installing City water meter matching pipe size with 2. All pipes, fittings, and end valves as indicated as private shall be the responsibility 4. The contractor shall contact the inspector for exact assembly length and • Reclaimed Water - Purple Pantone 522 C meter kit and shall supply and install all materials and backflow prevention device. of the owner. All pipes and fittings indicated as public with material not indicated height above the slab required for the double detector check valve • Private Fire - Cherry Red HDC-MD-16 2. Backflow device shall be per the City's Cross Connection Control Manual. shall be brass or schedule 80 PVC. assembly to be installed by contractor. All pipe, fittings, and appurtenances 2. Concrete shear pad shall abut between sidewalk and curb. 3. All pipes, fittings, and end valves as indicated as private shall be the responsibility 3. Spool piece length shall be a minimum of five times the diameter of the pipe. shall be installed by the contractor. Where sidewalk is not present, concrete shear pad shall be of the owner. All pipes and fittings indicated as public with material not indicated 5. All above ground pipe shall be flanged ductile iron. shall be brass or schedule 80 PVC. 6. Double detector check valve assembly shall be in conformance with the approx. 7.5' x 3.5' min. City's Cross Connections Manual. 3. Concrete shall be 6" thick with fibermesh and shall be fc' of 7. Bypass meter piping shall be brass 3,000 psi minimum at 28 days. 4. Any deviation from this detail shall be made known to the City for approval. _> CITY OF OCOEE ==_ CITY OF OCOEE ==_ CITY OF OCOEE ==_ CITY OF OCOEE DETAIL CONSTRUCTION DETAILS % _ -_ \ �. DETAIL CONSTRUCTION DETAILS % _ -_ \ 110M�. DETAIL CONSTRUCTION DETAILS % _ -_ \ �. DETAIL CONSTRUCTION DETAILS % _ =€ \ �\ 0111 UT201 / �O \ 001 UT209b 1 1/2" and Lar er Commercial/Multi-Famil // �O \ UT209c 1 1/2" and Lar er Commercial/Multi-Famil // O \ UT210 / �\ \ Fire Hydrant Assembly j + f / + f / �\ + Double Detector Check Valve Assembly j �� \\\\��� Meter Configuration ///�j/ __ \\\\�� Meter Configuration (Reclaimed Water) ///�j/ _ � � � � \�\\\\0 DATE: June 2021 SCALE: n/a ���illlllu,, ii\ill) ��1DATE: June 2021 SCALE: N/A ���illlllu, / \ nnlllli�����'1''''�� DATE: June 2021 SCALE: N/A I 'fill IIII'II������ (Illliiit 'Ji III������1''''�� DATE: July 2020 SCALE: N/A TII'''�'������illllum: mIIIIII������''''''� O E D (D W (D a a a a a a a Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 F Date: 06/2025 © 2025 Z 0 F_ Q F_ W o wLLO 0 0 U. w Z UJ Q 0 F_ o M LL 0 v W U H 0 ♦W V W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT l COMPLETE SET OF PLANS. Sheet No. C5m7 J:\Wl3l430\CiVil\DWG\—Current—Plan—Set\Wl3l430 — Agency Details.dwg, 10/7/2025 9:57:07 AM, Benjamin Hansen, Page 58 of 104 Z M 9 0 N N MOT-1 3-05 W 2O-1 F i NOTE: (See Note 5) 1. This Index applies to Two=Lane, Two -Way G20-2 SPEEDING IN� FINE www.cphcorp.com Building Better and Multilane Roadways, including Medians (See Note 6) BLED ROAD of divided roadways, with work on the ------- --------- END WHEN WORKERS WORK AHEM) Communities Together 1125 BARTOW RD shoulder. ��jj WORK ROAD ORK' p9patts� Pdtr0.GGo�7'il `APh: 63-D2522761 2. —Taper length X = Work -Zone Sign Spacing 6" White (See Note 7F) � � Plans Prepared By: CPH, LLC A Full Service A & E Firm 8 = Buffer Length _ See Index 102-500 for "U, "X", `"�'", and channelizing device spacing values. 10' Min. -- ry =o U � 3. Where work activities are between 2' and ° o Z 1 5' from the edge of traveled way, the ■ ■ '; 0 w Engineer may omit signs and channel izing [� [ [� _ ® ° devices for work operations 50 minutes X X X L/3 8 X or less. �1 `' `1�. When four or more work vehicles enter the through traffic lanes in a one hour period g p A ROAD r�,®�� SPEEDING FINES �G FINES WHEN WORKERS RIGHT E N � �H®����� LROA0 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 copies any electronic CLOSED (excluding establishing and terminating the AHEAD PRESENT work area), use a flagger or lane closure MOT-13-06 G20-2 (See Note 5) to accommodate work vehicle ingress and W20-1 F (See Note 6) W 21-5a egress. 5. For work less than 2' from the traveled way TWO-LANE ROADWAY and work zone speed is greater than 45 MPH, SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY use a lane closure. WITH WORK ZONE SPEED OF 45 MPH OR 'LESS 6. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06) and "End road Work" Signs r 20-2) along with the associated work zone sign spacing distances may be omitted when the work operation is in place for 24 W�O_1 hours or less. G20-2 o (See Note 6) ROAD D 7. Temporary pavement markings may be omitted when the work operation is in END ®� AHEA N ®A WORK place for 3 days or less. o 8. Omit ""Shoulder Closed"" signs (W21-5a) along X Q a Q Q a Q Q z° Designed: M. LOMELI with associated work Zone sign spacing distances for work on the median. - _ _ _ _ _ _ _ _ _ _ _ _ - Drawn: D. COLLAZO _ - Checked: J. LOCKHART Job No.: W131430 g. When there is no paved shoulder, the Date: 06/2025 ©2o2s "Worker" sign (W21-1) may be used instead of the "Shoulder dosed" sign (W21-5a). � ■ X X L13 X Z O ROAV,/HT END V U. H Q ~ WORKLDEER AHEAD) CLOSED ROAD WORK Q coo SSYMe0o L5: G2®- J = o Work Area W20-1 F W21-5a (See Note 5) O UL. U. w ■ Channelizing device (See Index 1 02-600) W Z Z Q O U TWO-LANE ROADW AY a Z O W o Work zone Sign SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY W V >- Lane Identification and direction of Traffic Z a U � W Z LAST REVISION Z: DESCRIPTION: FY 2023-24 TWO-LAAE D LANEWORXONSIXOULDER INDEX SHEET L J 11101121 � O� �� �J TA/ YDARi� Pi�AI Y�J 9 1002-6002 1 Of� HIS SHEET NOT VALID F CONSTRUCTION W THO OR COMPLETE SET OF PLANS. Sheet No. MOTml J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9: 57: 23 AM, Benjamin Hansen, Page 59 of 104 Z M NB • i i' 11' • i i'TOOPM. 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. MULTILANE ROADWAY SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY WITH WORK ZONE SFE'EV OF 45 MPH OR LESS LAST o DESCRIPTION: FY �Oo ��-24 rNt�Ex SHEET RFr�Ir®N FDXI� �) I WORX ON SX0L7,-wDRR c -LAN. L 9 111001,/�ZOo ler-- =�- �TANVARV FLAN 1o02-6 2 2 of 2 wwW.Cphcorp.Com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 C 0 D 0 Q a Q Q a Q a z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 © 2025 U U- U. a H U. O W U Z a W Z a Z O F— a cn a J UJ O LL IL o w Z 0 a U �- O w o U � O W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9:57:24 AM, Benjamin Hansen, Sheet No. MOTm2 Page 60 of 104 W20-7A MOT-18-10 (See Note 3) W20-4 (See Note 4) MOT-13-06 W20-1 F G20-2 (See Note 6) (See Note 5) LAGGE ONE LANE RUMEL SPEEDING FINES DOUBLED www.cphcorp.com END AHEAD ROAD STIR I PS AHEAD AHEAD WHEN WORKERS WORK AHEAD Building Better Communities Together ROAD WORK \�E PRESENT 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Temporary Raised Rumble Strip Set 2501 X X X X (See Note 4) ..................... . .........................................................X Plans Prepared By: CPH, LAC A Full Service A & E Firm 25 '501 7 E� ry . ... ... . .. ... . .. ... ... ... ... ... .... ... .... ... ... ... ... . .. ... . .. ... ... ... ... ... .... ... .... ... ... ... ... ... ... . .. ... . .. ... ... ... ... ... .... .. . ..... . . . .. ... .. ... .. .. Yt CD 0 Cj Z X X X X X X Temporary Raised Rumble Strip Set < .......................................... 4� 101.0 ................................................. (See Note 4) U) LL 0 501-100, 501-100, END SPEEDING FINES ROAD UMS L DOUR-ED RIGHT NE LAN FLAG G\ER LAGGE ROAD WORK This item has been digitally signed and sealed by Joshua D. Lockhart, P.E. on the date adjacent to the seal. Signature ORK STRIPS WHEN WORKERS AHEAD/ AHEAD SHOULDER ROAD 1, \\\ CLOSED AHEAD AHEAD G20-2 must be verified on any electronic copies PRESENT (See Note 5) W20-1 F MOT-13-06 MOT-18-10 W21-5a W20-4 W20-7A (See Note 6) (See Note 4) (See Note 3) t1vol NOTE25-_: ®, pq 15 1. This Index applies to Two -Lane, Two -Way Roadways 5. The "Speeding Fines Doubled When Workers Present" oell, with work within the traveled way. signs (MOT-13-06) and "End Road Work" signs (G20-2), ge 0i along with associated work zone sign spacing, may be 2. L = Taper Length omitted when the work operation will be in place for 24 8 = duffer Length hours or less. X =Work Zone Sign Spacing See Index 102-600 for 11", "B", "X" and channelizing 7. Automated Flagger Assistance Devices (AFADs) may be device spacing values. used in accordance with Specification Sections 102, 990 and the APL vendor drawings. 0 D 3. Optionally, use "Flagger Ahead" sign with symbol (W20-7) instead of "Flagger Ahead" sign with text 8. Railroad Crossings: (W20-7A). a. If an active railroad crossing is located closer to OPTION I 4. Use temporary raised rumble strips when the existing the Work Area than the queue length plus 300 feet, REMOVA63LE STRIPING TYPE <1 1<1 1a 1< Z' posted speed is 55 mph or greater and the work extend the duffer Space as shown on Sheet 2. Designed: M. LOMELI Drawn: D. COLLAZO duration is greater than 50 minutes. If temporary Checked: J. LOCKHART raised rumble strips are not used, omit "Rumble b. If the queuing of vehicles across an active railroad Strips Ahead" signs (MOT-18-10) and associated crossing cannot be avoided, provide a uniformed Job No.: W131430 work zone sign Spacing. traffic control officer or Nagger at the highway -rail Date: 06/2025 @ 2025 grade crossing to prevent vehicles from stopping within V 5. Additional one-way control may be provided by the the highway -rail grade crossing, even if automatic (\Y A:� following means: train warning devices are in place. dam, a. Flag -carrying vehicle 0 41/, Z b. Official vehicle ���.®� 0 c. Pilot vehicles ��,��e lyp t� Q d. Traffic signals 0� U_ U. C0 When f laggers are the sole means of one-way control, _J UJ 0 the f laggers must be in sight of each other or in direct V U. U. UL U. communication at all times. W a LLi Z UJ 5YMeOLS: Ce Z 0U. Work Area \\0\14) Z UJ vo 0 Channelizing Device (See Index 102-600) 1— Z 0 OPTION - 2 Work Zone Sion PORTABLE TYPE 0' Flagger WZ RUMeLE STRIP SETS Lane Identification and Direction of Traffic LAST REVISION Z DESCRIPTION: Fir 2023-24 TWO-LAXE, TWO-WAY INDEX SHEET FD) 11101121 ­STAN VA R V FLAT --'c))-- WORM WITXLK TXB TRAVEL WAY 102-603 1 of 2 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. MOTm3 J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9:57:26 AM, Benjamin Hansen, Page 61 of 104 CN F_ ZOO/ X Con(. Layout (See Sheet 1) SYMBOLS: Work Area m Channelizing Device (See Index 102-600) D Work Zone Sign ET' Flagger Lane Identification and Direction of Traffic 50' to 100' DO NOT STOP ON TRACK$ 50' to 100' TEMPORARY RAILROA110" CROSSING eUFFER SPACE EXTENSION BEM .. ................. N 50, to 100' 375' wool W20-7A (See Note 3) W20-4 W27-5a LAGGE N E LAN E\\ RIGHT n \' AHEA ROAD SHOULDER /_ <AHEAD )> <CLOSED// X Cont, Layout 251-50, Edge of Existing Travel Lane (Typ.) . . .. ...... ..... ..... ..... ..... Z�7 Edge of Existing Paved Shoulder (Typ.) TEMPORARY LANE SHIFT TO SHOULDER WHEN WORK AREA ENCROACHES ON THE CENTERLINE (For Work Operations In place 24 Hours or Less) CC___ ,..D2v"_F'ECIAL CONk�IT1ONS LAST Z: DESCRIPTION: 1 ler- �-� �]��W INDEX SHEET REVISION "\ FY 2023-24 XE,WO-AY FD�1nSTAN0ARV FLAN KTXB TAVELWAY 102-603 2 of 211101121 I W www.cphcorp.com WW CphCorp-COM Building Better " 'r ' Communities Together 1'r 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 I C 0 D (3) (3) z' Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 @ 2025 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9:57:27 AM, Benjamin Hansen, Sheet No. MOT.4 Page 62 of 104 NOTES: 1. Cover or deactivate pedestrian traffic signal display(s) controlling closed crosswalks. 2. place pedestrian LCDs across the full width of the closed sidewalk. 3. For post mounted signs located near or adjacent to a sidewalk, maintain1iminimum 7' clearance /) e bottomI)the sign panel to the surface of the sidewalk. 4. "Sidewalk Closed" signs (pig-XX) may be mounted on pedestrian LCDs in accordance with the manufacturer's instructions. business5. Omit the Advance Closure LCO if it blocks access to other pedestrian facilities (e,g,, transit stops, residences, or entrances). 5YMe0LS. Work Area Work Zone Sign o--o pedestrian Longitudinal C'hannelizing Device (LCD) Lane Identification and Direction of Traffic Advance Closure LCD (See Notes 4 and 5) ------------------------------------------ DETOUR M4-9G$L Rg-9 (fee Note 4) SIDEWALK CLOSED "'90 ,i '" Note /I ROOAPD WORK AHEAD R.g_ 11 AL SIDEWALK CLOSE{ AHEAD CROSS HERE DETOUR ------------------------------ M4-9C3L � FEVESTAIAN DETOUR A ROAD WORK AHEAD LAST o DESCRIPTION: FY 2023-24 INDEX SHEET REVISION 1'�\ 11� 001,/�ZOo =�---nl� S1Ir3HWALX %(-=`/`L0SURR' �T ANV A}RV FLAN ler-102-C�6 l off" 2 wwW.Cphcorp.Com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 C 0 D a� m Q a Q Q a Q Q z° Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 © 2025 U LL LL Q H LL O W U z a z W H z a z O H Q J LL 0 z Q W U O W 0 300 z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9:57:28 AM, Benjamin Hansen, Sheet No. MOTm5 Page 63 of 104 Z Y NoOTFS: 1. L = Taper Length 8 = Buffer Length X = Work Zone Sign Distance See Index 102--600 for "L", 118111 1 1 ►'X", channelizing device spacing values. 2. Provide a 5' wide temporary pedestrian way with a maximum cross -slope of 0.02, except where space restrictions warrant a minimum width of 4. Provide a 5' x 5' passing space for temporary pedestrian ways less than 5' in width at intervals not to exceed 200'. 3. When temporary pedestrian ways require curb ramps, meet the requirements q eenDetectable . ; t/ index 2;') i/yy))��� ; ? 1 / i I/ ee ' ' ti b ice' warnings are not required for u /'rampsdiverting pedestrian tIC The "Speeding Fines Doubled When Workers Present" signs (MOT-13-05) and Road Work"• 0along with associated work zone sign distances, may be omitted when the work operation will be in place for 24 hoursor less. 5. Pedestrian Diversion Option 2 may only be used when called for in the Plans or as approved by an Engineer. SYMt30L S: Work Area IN Temporary Pedestrian Way ■ Ghannelizing Device (.see Index 102=600) o--o Pedestrian Longitudinal C'hannelizrng Device (LCD) [� Work zone sign o Arrow Board Crash Cushion Lane Identification and direction of Traffic x W20-1 E (.see General W1®-5 W4-2 Note 4) Arrow Board Mode: Merge PEDESTRIAN DIVERSION OPTION 1 (Temporary earn er Shown, Low Prof ile ,ear tier Similar) D� ..................... I I W20-1F (See General W20-6 W4 2 Note 4) ROAD WORK AHEAD Arrow Board Mode: Merge PEDESTRIAN DIVERSION - OPTION 72 (Work Zone Shoed 35 mph or Less) PEDESTRIAN SPECIAL DETOUR 611 White T,r9w,v,nr s,��� M� sr•r-�a'rt 6►' White (I1 lilVl ,) ,'0,7 (See ,, / Existing Sidewalk - LAST o DESCRIPTION: FY 2023-24 INDEX SHEET REVISION 1'\ IDE WALX CLOS URE 111001121 � 1 ler-_ -FCXnl� S T AMV ARV MEANS 1 o02-C�6 2 of 2 wwW.Cphcorp.Com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm ry ry 0 U r- 00 Z o. Q W o" 0 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 C O D O Q a Q Q a Q Q 0 Z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 1 © 2025 U LL LL F_ LL O W U Z a Z W H Z a Z O H Q w LL 0 Z Q w U O W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. J:\Wl3l430\Civil\DWG\-Current-Plan-Set\Wl3l430 - MOT.dwg, 10/7/2025 9:57:30 AM, Benjamin Hansen, Sheet No. MOTm6, Page 64 of 104 1W < 157.48 XL3 < 12" WHITE WITH BLACK 158.96 `,BORDER CONTRAST 158.46 157.66 PROPOSED PER FDOT STANDARD 157.16 MONUMENT SIGN WITH PLANS FUEL READERS -,--Fl 58.5± M.E. 2'WIDE WHITE STOP . Q"N. BAR WITH BLACK BORDER CONTRAST A PER FDOT STANDARDS n PLANS TYPE 7" CURB AND 159.2± M.E. SOLID DOUBLE YELLOW LINE WITH BLACK BORDER CONTRAST PER FD STANDARD PLANS 158.19 ti 157.69 GUTTER PER FDOT STANDARD PLANS -CONST. 5 WIDE 158.85 CONCRETE SIDEWALK PER FDOT 158.35 20'X20'SITE TRIANGLE / STANDARD PLANS OT (ST) ♦ 158.79 158.29 C/ 158.72 158..22 159.13 rl 158.63 158.07 157.57 158.84 158.34 DRIVEWAY SIDEWALK CONNECTION PLAN SCALE: 1 " = 10'(24" X 36") 1 " = 20' (11 " X 17") I LEGEND_ I RIGHT OF WAY LINE ON -SITE ASPHALT PAVEMENT REF. GENERAL DETAILS HEAVY DUTY CONCRETE PAVEMENT A AT FDOT DRIVEWAY CONNECTION REF. FDOT TYPICAL SECTIONS CONCRETE SIDEWALK PER FDOT (TYP) 10 0 10 20 Graphic Scale in Feet NOTE: IOTIO'llig- "00 01116M "16-T IN 111, 0 W W I I imUM 2 2 LWWJ 0111091 N Zi Q :412 091 RU D �11111 www.cphcorp.com Building Better Communities Together 1125 BARTOW RD LAKELAND, FL 33801 Ph: 863-252-2761 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 I r- 0 D N a z Designed: M. LOMELI Drawn: D. COLLAZO Checked: J. LOCKHART Job No.: W131430 Date: 06/2025 @ 2025 z J 0. z 0 z 0 F- C.) F- W z z 0 -J W 0 -J LL U. a W ZW a v o >- 0 w 0LL 06 0 0 > W z F- 0 a LL THISSHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. R1 IIIIIO� J:\Wl3l430\Civil\DWG\—Current—Plan—Set\Wl3l430 — MOT.dwg, 10/7/2025 9:57:35 AM, Benjamin Hansen, Page 65 of 104 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 14 15 16 17 18 A d- C u E F rw i 0 IN A N77003'49 "E U- r) z Q O z z O N U) Q W PLANT LEGEND*: SYM COMMON NAME • TREES AR RED MAPLE (N,C) 10 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 O MF SIMPSON'S STOPPER (N) O VO SWEET VIBURNUM *REFER TO SHEET L5.0 FOR FULL PLANT LIST. REFER TO SHEETS 1-1.1 - 1-1.5 FOR SHRUB AND GROUNDCOVER LAYOUTS AND QUANTITIES. 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 0© VEHICULAR USE AREA MAP LANDSCAPE DATA - SEC. 6-14(2)(d) 2 3 VEHICULAR USE AREA (VUA): 175,700.17 SF REQUIRED: 17,570 SF (10°/a) ! 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 ALERT TO CONTRACTOR: 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. SYMBOL ACREAGE VARIETY SEEDING RATE SOD BAHIA 1.48 +/- ARGENTINE BAHIA N/A SEED .14 +/- BAHIA SEED 3 LBS / 1000 SF CONTRACTOR TO VERIFY QTY 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. N 60 0 60 1 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED Graphic Scale in Feet LANDSCAPER QUIREMENTS TYPE LOCATION AHJ REQUIRED PROVIDED TREES ISLANDS 57 57 PERIMETER 109 109 MITIGATED N/A N/A SHRUBS ISLANDS 50%^ 100%^ PERIMETER HEDGE HEDGE GROUNDCOVER ALL 50%^ 100%^ "INCLUDES ALL ISLAND SHRUBS & GROUNDCOVER. (ALL ISLANDS SHALL BE SODDED OR PROVIDED WITH NATURAL GROUND COVER.) www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm Ejcr GoH J 4�,N J" N oyQ.0oF a o11 mN oa¢ 0uN�o7 ve 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 _LI W ry Z W U Z Z Z W W W 2 5 00 O U U U .o C > W W W N N LO N N O C) CO N a a a a a a a Z Designed: M. AGUTAR Drawn: M. AGUTAR Checked: G. PUGH Job No.: W131430 Date: 08/2024 1 © 2025 Z O Z F- J ia- a co a W (, J LL O U- a J Z a w � O J Q W W O � 0 O H U O 300 W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll 0 ■ J:\Wl3l430\Landscape\DWG\PreliminaryDesign\Plans\Wl3l430 - LSP.dwg, 10/7/2025 11:34:51 AM, Michelle Aguiar, Page 66 of 104 1 2 1 3 1 4 1 5 6 A IA C u MATCH LINE A - REFER TO MATCH LINE A SHEET 1-1.3 �I THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED I 0 AR M PLANT LEGEND*: SYM COMMON NAME 0 TREES AR RED MAPLE (N,C) • 10 AMERICAN HOLLY (N,U) LI LJ CRAPE MYRTLE (U) 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 O MF SIMPSON'S STOPPER (N) O VO SWEET VIBURNUM SHRUB/GROUNDCOVER ® V02 DWARF WALTER'S VIBURNUM (N) ® AG PERENNIAL PEANUT ® MS SUNSHINE MIMOSA (N) v v v IV DWARF YAUPON HOLLY (N) ® LC DWARF LOROPETALUM ® LEG EVERGREEN GIANT ® MC MUHLY GRASS (N) ZF COONTIE (N) r r SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE + + AD FOXTAIL FERN II I■:I7*y[elaF_aIII[elik■■xel■�I �I EB = EAST BUFFER TREE NB = NORTH BUFFER TREE SB = SOUTH BUFFER TREE WB = WEST BUFFER TREE Vem_0111:100 REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. N 20 0 20 40 Graphic Scale in Feet UPDATED PARKING LOT ISLAND LAYOUTS, RELOCATED DUMPSTER AND ADDED POND www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm JGHEcr,` r Q N �'� N u7 N N y j'Q pip I— ao� o , o ,� 11 *& ¢ :� �o ma0 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 ui W U N F— 1-- W W W 75 � 5 0 0 0 I— I— 1— � U U U 0 or- olf of > W W W N W W m olf CD co CD co N SEEMEMEN Designed: M. AGUTAR Drawn: M. AGUTAR Checked: G. PUGH Job No.: W131430 Date: 08/2024 1 © 2025 z 0 F— a Z Q J (L °- c~ n J W o a 0 U 0 Q W v O ZQ J V 0 O U W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll ■ J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — LSP.dwg, 10/7/2025 11:29:58 AM, Michelle Aguiar, Page 67 of 104 1 2 1 3 1 4 5 6 A IA- R I-C MATCH LINE D - REFER TO MATCH LINE D SHEET LIA THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED 11111111MIM111111l PLANT LEGEND*: SYM COMMON NAME • TREES AR RED MAPLE (N,C) 10 AMERICAN HOLLY (N,U) LI LJ CRAPE MYRTLE (U) 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 0 MF SIMPSON'S STOPPER (N) (D VO SWEET VIBURNUM SHRUB/GROUNDCOVER V02 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 *REFER TO SHEET L5.0 FOR FULL PLANT LIST Al TREE DESIGNATION LEGEND: 0 EB = EAST BUFFER TREE AR NB = NORTH BUFFER TREE SB = SOUTH BUFFER TREE WB = WEST BUFFER TREE V = VUA TREE REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. UPDATED PARKING LOT ISLAND LAYOUTS 20 0 20 40 Graphic Scale in Feet A2 www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm r'GH C'4 cli C\1 C\1 cli C) 6 u- 0 C i2� 010 " C) C) U) ­J < 4/- i --� C) < —J 0 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 U) U) F- 1-- z z LLJ Lu 75 5 7-> 5 0 0 F- F- (.5 5 0 � 0f 1 5 W Lu (L) CL a- of L4'1 N co N 4- (0 CO 0 < a a a 1a 1< 1z Designed: M. AGUIAR Drawn: M. AGUIAR Checked: G. PUGH Job No.: W131430 Date: 08/2024 @ 2025 z 0 F- F- z < —J (L W a. It/) —J LU LL a < 0 J U- Ld U Cl) a Z Q qJ v 0 U- z< .J C.) LU 0 0 >- W z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll m2 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — LSP.dwg, 10/7/2025 11:30:01 AM, Michelle Aguiar, Page 68 of 104 1 2 3 2 5 6 A IA C u MATCH LINE A - REFER TO MATCH LINE A SHEET L1.1 to 22As RAISED PLANTER (TYP.) REFER TO ARCH. & CIVIL PLANS FOR ADDITIONAL INFORMATION. j' r ' 2m982 S.F.(LIQUOR)■ (<s / III, mm� MATCH LINE E - REFER TO MATCH LINE E SHEET L1.5 ■ M PLANT LEGEND*: SYM COMMON NAME • TREES AR RED MAPLE (N,C) _ 10 AMERICAN HOLLY (N,U) LI LJ CRAPE MYRTLE (U) TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) j ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS O MF SIMPSON'S STOPPER (N) O VO SWEET VIBURNUM SHRUB/GROUNDCOVER ® V02 DWARF WALTER'S VIBURNUM (N) ® AG PERENNIAL PEANUT ® MS SUNSHINE MIMOSA (N) v v v IV DWARF YAUPON HOLLY (N) ® LC DWARF LOROPETALUM ® LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) r SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE + + AD FOXTAIL FERN *REFER TO SHEET L5.0 FOR FULL PLANT LIST Al TREE DESIGNATION LEGEND: 0 EB = EAST BUFFER TREE AR NB = NORTH BUFFER TREE SB = SOUTH BUFFER TREE WB = WEST BUFFER TREE V = VUA TREE REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. N 20 0 20 40 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED Graphic Scale in Feet UPDATED PARKING LOT ISLAND LAYOUTS www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm JGHEcr,` Q�P� Q N Lo I ui' < N u7 N "N pp aC' o �o o ¢ o ma0 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 _LI W ry W U Z Z Z W W W 2 5 0 0 0 o U U U > W W W N � tf> N � N N M O CO j SEEMEMEN Designed: M. AGUTAR Drawn: M. AGUTAR Checked: G. PUGH Job No.: W131430 Date: 08/2024 1 © 2025 z 0 F— a I— Z Q J °- CO J WIL M LL o O J U 0 Q W v O ZQ J V 0 O U 0 300 Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll 3 ■ J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — LSP.dwg, 10/7/2025 11:30:04 AM, Michelle Aguiar, Page 69 of 104 1 2 1 3 1 4 5 6 A IA C IC MATCH LINE D - REFER TO MATCH LINE D SHEET L1.2 0 0 AR M PLANT LEGEND*: SYM COMMON NAME 0 TREES AR RED MAPLE (N,C) 10 AMERICAN HOLLY (N,U) LI LJ CRAPE MYRTLE (U) TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) j ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS 0 MF SIMPSON`S STOPPER (N) O VO SWEET VIBURNUM SHRUB/GROUNDCOVER ® V02 DWARF WALTER'S VIBURNUM (N) ® AG PERENNIAL PEANUT ® MS SUNSHINE MIMOSA (N) v v v IV DWARF YAUPON HOLLY (N) ® LC DWARF LOROPETALUM ® LEG EVERGREEN GIANT MC MUHLY GRASS (N) ZF COONTIE (N) r r SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE + + AD FOXTAIL FERN *REFER TO SHEET L5.0 FOR FULL PLANT LIST TREE DESIGNATION LEGEND: EB = EAST BUFFER TREE NB = NORTH BUFFER TREE SB = SOUTH BUFFER TREE WB = WEST BUFFER TREE V = VUA TREE REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. N 20 0 20 40 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED Graphic Scale in Feet www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm "JGHEcr,` Q� rQ N � cc",N o � oo j' Q 0.0 I— ao � o , o ,� 11 ¢ :� �o ma0 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 U) Z W 0 U o U) W N a- Clf rened a a a a Z M. AGUTAR AGUTAR . PUGH 131430 24 ©2025 z 0 F_ a I- Z Q J °- Cl) J W LL o O 0 U 0 Q W v O ZQ J V 0 O U W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll 4 ■ J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — LSP.dwg, 10/7/2025 11:30:07 AM, Michelle Aguiar, Page 70 of 104 1 1 2 1 3 1 4 1 5 6 A IA C u i I I I THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED M PLANT LEGEND*: SYM COMMON NAME • TREES AR RED MAPLE (N,C) _ 10 AMERICAN HOLLY (N,U) LI LJ CRAPE MYRTLE (U) TREE LIGUSTRUM (U) MG SOUTHERN MAGNOLIA (N,C) QV SKY CLIMBER LIVE OAK (N,C) f" ML LITTLE GEM MAGNOLIA (N,C) TD BALD CYPRESS (N,C) ND NITIDA PALM SHRUBS O MF SIMPSON'S STOPPER (N) O VO SWEET VIBURNUM SHRUB/GROUNDCOVER ® V02 DWARF WALTER'S VIBURNUM (N) ® AG PERENNIAL PEANUT ® MS SUNSHINE MIMOSA (N) v v v IV DWARF YAUPON HOLLY (N) ® LC DWARF LOROPETALUM ® LEG EVERGREEN GIANT ® MC MUHLY GRASS (N) ZF COONTIE (N) r r SR SILVER SAW PALMETTO (N) EG BLUE MY MIND BLUE DAZE + + AD FOXTAIL FERN *REFER TO SHEET L5.0 FOR FULL PLANT LIST Al TREE DESIGNATION LEGEND: \— 0 EB = EAST BUFFER TREE AR NB = NORTH BUFFER TREE SIB = SOUTH BUFFER TREE WB = WEST BUFFER TREE V = VUA TREE REFER TO L5.0 FOR PLANT LIST AND TOTAL QUANTITIES. N 20 0 20 40 Graphic Scale in Feet R� -• FAI www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm JGHEcr,` r Q N �'� N u7 N �� N y j'Q pip I— ao� o , o ,� 11 *& ¢ :� �o ma0 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 LU Lu U Z Z Z Lu LLI W 0 0 0 � N U) N N O CO j SEEMEMEN Designed: M. AGUTAR Drawn: M. AGUTAR Checked: G. PUGH Job No.: W131430 Date: 08/2024 1 © 2025 z 0 % a Z Q J °- c~ n J LU o a O U 0 a W v O Z Q J LU C.)O 0 U W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. Ll 5 ■ J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — LSP.dwg, 10/7/2025 11:30:10 AM, Michelle Aguiar, Page 71 of 104 �\ / h7� 2�X GAS STATION CANOPY VISIBILITY r=107 MONUMENT SIGN VISIBILITY r50' FINISHED GRADE (REFER T0 GRADING PLAN) MULCH (REFER ` --| NOTES FOR TYPE &DEPTH) | *Maintain top ofmulch cd1.5inches below top ofcurb. TYPICAL MULCH SECTUON. LANDSCAPE ISLAND THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED TREES TOBEPLANTED N3CLOSER THAN 1[Y|NALL DIRECTIONS FROM ANY TRAFFIC SIGNS WHEN POSSIBLE. FOR THOSE LOCATED CLOSER THAN 10'TREES SHALL BEPRUNED TDCLEAR THE SIGN. �����U���U���������U�� �U���� ^^~~�~� PLANTING ��" TYPICAL " =~~^��~ ~°"~,"° CENTERLINE OF SHRUE MULCH - MATERIAL AND DEPTH SPECIFIED IN LANDSCAPE NOTES Al COMPLETELY TREE TOAN IATCLEAR8 EEGHALL DRMAFTER /\ /.n` PLANTL|ST TREES xn RED MAPLE (N.C) ACERRU8RUM 05GAL.3TCAL,10N|N.HT.5'SPRD. 0 mw��|C�w�O�c/(w.U) |��xOp�C� 30G��2^CAL,8'm|w. HT,3'SPRo. , u LJ CR�p�mvnT��<U> TREE uSUGTnUm(U) ��G�nGTnOE�|A|mo|Cx uGUSTRUMJxPOm|CUM 3OG��2^CAL,8'M|w. HT,T8PRo. , 30GAL,2"CAL,0w|w. Hr.3SPRo. -�~~ ---- MG SOUTHERN MAGNOLIA (N.C) MAGNOL|AGRAND|FL0RA 65GAL.3TAL.10'M|N.HT,5'SPRD. - QV SKY CLIMBER LIVE OAK (N.C) OUERCUSVIRGIN |ANA'SKYCL|MBER. 05GAL,3TL �.10'M|N.HT,5'SPRD. ML LITTLE GEM MAGNOLIA (w.C) MAGNOLIA GRAND] Fu]Rx'uTTLEGEM' 05GAL,2.5TCAL,8'm|w. HT,4'Srno. -- To BALD CYPRESS (w.C) Txx0o0Mo|GT|CHUM 65GAL,3Tx\L,10'M|w.*T,5'GPno. crbmo mmo^PALM Lw|GTOwxmmD^ 10'C.vv..o|mwOwoCUT.xGG*OWw SHRUBS0MF S|MPSON'SSTOPPER (N) MYRC|ANTHESFRA8RANS 7GAL.30^HT.. 30''O.C. v0 8vvEETv|oUnmUM v|BURwUM0o0RAT|SG|MUM 7GAL30^HT 30^0C 21 0 24 8 9 11 20 0 30 V02 DWARF VVALTER'SVIBURNUM (N) N�8URNU�O8OVATU�'�EN� 3GAL.FULL, 30"O.C. 40 AG PERENNIAL PEANUT ARACH|SGLA8RATA'ECOTURF 1GAL,FULL, 18^0.C. 959 MS SUNSHINE MIMOSA (N) M|MO3ASTR|G|LLOSA 1GAL..FULL, 18^O.C. 1082 IVvv oAnrvxUp0wHOLLY (w) |LExv0M|T0n|A'mAw/r 3GAL..12" m|w HT..1u''8PRo..3O^O.C. 27* LC oAnrL0ROPsTALUM vv LOnOPsTxLUMCH|wswG|G 3SxL...14''MIN. HT.^14''GPmo..30''O.C. 128 LEG EVERGREEN GIANT L|R|OPEMUSCAR|'EVERGREEN GIANT' 1GAL.FULL, 18''0.C. 622 MC MUHLY GRASS (N) MUHLENBERG|ACAP|LLAR|S 3GAL.1s^MIN. HT..1O''SPRD..3U^O.C� 213 ZF C00NT|E(N) ZAM|AFLOR|DANA 38AL.14^MIN. HT,14''SPRD,30^O.C. 71 8n SILVER SAW PALMETTO (m) 8EREwCwnEPEwG'C|mERA' 3GAL..1u^MIN. HT..1z'8PRo..30^0.C. 23 sG BLUE MYMIND BLUE DAZE EvOu/ULUGGLOMERATUG'oLUEmYMIND' 1GAL..FULL, 18''O.C. 573 AD F0XTA|LFERN ASPARAGUS DENS |FLORUS'MYERS' 36AL.FULL, 24^O.C. 8 ^ TOTAL: 4,726 (40% NATIVE) o^nm ARGENTINE o^nmSOD r^SrxLummvm/umxxucm//mE 'q��� SOLID SOD, CONTRACTOR TOVERIFY QTY. w=NATIVE, C=CANOPY TREE, U=UwoEnSTORY TREE 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 OnSPREAD SPECIFICATION, |TWILL NOT osACCEPTED. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED avLANDSCAPE 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 eE100%IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING ARAIN 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. NOTES: INSTALL HEDGE ALONG PARKING BAYS AMINIMUM DF 30"BEHIND BACK OFCURB TO ALLOW FOR 24"VEHICULAR OVERHANG. ATTIME UFINSTALLATION, HEDGE SHALL SCREEN AMINIMUM OF30^ABOVE H(} N|8HGRADEFPARK|NG8TALLS. NOTES: INSTALL SHRUBS ALONG BUILDING AMINIMUM CF TYPICAL SECTION HEDGE INSTALLATION ATION 36"AWAY FROM WALL 0RPAVING UNLESS OTHERWISE APPROVED BYTHE L��C}FRECORD. TYPICAL SECTION . SHRUB PLANTING OFFSET AT BLDG FOUNDATION AND PAVING °ALL PALMS R3HAVE CLEAR WOOD INDICATED ABOVE UNLESS OTHERWISE SPECIFIED. PALM DETAIL DPI INSPECTION NDTES(REQU|REO D.P.I. PALM INSPECTION NOTE: ALL PALMS SHALL HAVE xVALID AND CURRENT STATE orFLORIDA, DIVISION oFPLANT INDUSTRY (oPVINSPECTION CERTIFICATION PRIOR ToBEING TRANSPORTED ToTHE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST asSUBMITTED TooPnAND xCOPY oF THIS CERTIFICATION MUST eePROVIDED ToTHE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION neconoa. DPI INSPECTION NOTES(REQUIRED) D.P.]. INSPECTION OF ALL PLANT MATERIAL: ALL TREES, SHRUBS AND SOD WILL HAVE xVALID AND CURRENT STATE oFFLORIDA, DIVISION oF PLANT INDUSTRY (op|) INSPECTION CERTIFICATION PRIOR ToBEING TRANSPORTED To 'HT THE CONSTRUCTION SITE. THE DPI CERTIFICATION MUST nE SUBMITTED TocPnAND xCOPY orTHIS CERTIFICATION MUST sePROVIDED ToTHE GENERAL CONTRACTOR AND MAINTAINED WITH THE CONSTRUCTION RECORDS. PALM HEIGHT/TRUNK SPECIFICATIONS OVERALL HEIGHT(OA): HIGHEST POINT |wTHE CANOPY MEASURED FROM THE SOIL LINE ToTHE NATURAL POSITION oFTHE LAST FULLY EXPANDED LEAF. UNLESS SPECIFIED DIFFERENTLY, THE TERM HEIGHT, onHEIGHT MEASUREMENTS SPECIFIED, WILL BcCONSIDERED OVERALL HEIGHT. CLEAR TRUNK(CT): xMEASUREMENT FROM THE SOIL LINE mxPOINT |mTHE CANOPY WHERE THE TRUNK CALIPER BEGINS TnTAPER manupTcr. owMANY PALMS, THIS POINT WILL LIE xrTHE BASE opTHE PETIOLE orTHE THIRD nnFOURTH YOUNGEST BUT FULLY EXPANDED LEAF, CLEAR WOOD(CW) xMEASUREMENT FROM THE SOIL LINE ToTHE HIGHEST POINT orTHE TRUNK FREE orPERSISTENT LEAF BASES. ON PALMS WITH xCROWN SHAFT, THE MEASURE WILL oeFROM THE SOIL LINE ToTHE BASE orTHE CROWN SHAFT. IT SHOULD ssNOTED THAT PALMS WITH VERY PERSISTENT LEAF BASES MAY NOT HAVE CLEAR WOOD. ALL TREES PLANTED |NLANDSCAPE ISLANDS ORANY LANDSCAPED AREAS SHOULD oExMINIMUM 0r5'CFF0F BACK 0FCURB UNLESS ABSOLUTELY NECESSARY DUE TO UTILITY LINES/PIPES LOCATION. -TYPICAL ISLAND PLANTING BEST FACE OF SHRUB/ sROUNmOVERmFACE FRONT m^PLANTING BED. REFER roPLANT SCHEDULE FOR SPACING an /. TOP m^SHRUB nnnrB^uoroacPLANTED r r HIGH WITH SOIL MOUNDING UPmTHE TOP OF nnorBALL. z� WHEN USED /wMASSES- PRUNE ALL SHRUBS TO ACHIEVE xUNIFORM mxSS/nemm. n. rmm'cx. REFER rnLANDSCAPE NOTES FOR TYPE. 4. EXCAVATE ENTIRE BED SPECIFIED FOR snnvwowvcpaEo. n. 4^MINIMUM npTOPSOIL roBRING rnFINISHED GRADE (SEE GRADING puAN>. a. PREPARED PLANTING no/LxsSpscmso. NOTE: *xswsxoown-mvexoxwnonmmnoScn/w MASSES ENTIRE BED rnoeAMENDED WITH pwmr/ws SOIL MIX AmSPECIFIED IN THE pumr/wv npscmcmmw. r. SCARIFY xomam-LSIDES AND BOTTOM. SARUB/GRODNDCOVER PLANTING mru wvvw'cphcorp'com Building Better Communities Together 1117Eas Robinson Street o,mnuv FILu2uo1 Ph: 407.425.0452 Plans Prepared By: CPH,LLC AFull Service /\& EFirm� ui 0� F4 )*I 'd *,- I - a �o This item has been digitally signed and sealed bvGalen J.Pugh, RLxonthe date adjacent mthe seal. Printed copies ofthis document are not considered signed and sealed and the signature must boverified onany 0 electronic copies 0 Lu Iii It co Designed: M. AGUIAR Drawn: M. AGUIAR Checked: G. PUGH Job No.: W131430 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OFPLANS. Sheet /no' L5mO J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 - Lopawo 10/7/2025 11:30:14mM, uichonAouiar, Page 72 of 104 LANDSCAPE 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 b 24 inch or in 24 inch wide rolls in a length consistent with the equipment and 9 9 Y g 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. RETAIL GENERAL NOTES: 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 existingburied utility lines shown on the plans are based upon best available information and are to be considered Y p p 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. IN RETAIL GENERAL NOTES (CONT): 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. v No trees or bushes shall be placed on top of or in close proximity to public utilities that will impact utilities at maturity ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL FINISH GRADE ROOT BARRIER 48" DEEP MIN. DEEP ROOT UB -- PANELS OR APPROVED EQUAL � TOP OF PANEL" BELOW FINISH GRADE GRADE ROOTS LANDSCAPING SIDEWALK ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER ALONG SIDEWALKS ON PROJECT. TOP OF PANEL UTILITIES UTILITIES ROOT BARRIER �" ABOVE FINISH GRADE ROOTS ROOT BARRIER IS BEING USED TO CONTROL ROOTS OF TREES. LOCATE ROOT BARRIER BE UTILITIES AND TREES TREES. NOTE: TREE ROOT GUARD/BARRIER (MIN 48") TO BE INSTALLED FOR TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK i TREE STAKING / t ® 1 ,. 2 6 3 Z� ID w cf= 4 V 111111 � I•��.I•�������V O SECTION MULTI -TRUNK TREE PLANTING N.T.S. 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 I. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (I" 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. L 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. 09/21/16 MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK �i TREE STAKING / ® i I ` I 1 ROOTBALL AND TRUNK NEW SECTION 10 � l I PLAN SECTION THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED 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. I. 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. I" 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) N.T.S. MULCH/ TOPSOIL BACKFILL TREE STAKING 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. 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. I" 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. II. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. nshine8�ac om www.sunshine8ll.com TREE PLANTING ON SLOPE N.T.S. 7 09/21/16 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. 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 II. 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. MULCH / TOPSOIL BACKFILL ROOTBALL AND TRUNK STAKING / 3 PER TREE t / \ ( \ I 1 `\ O l:a�l�l PALM TREE PLANTING N.T.S. Tree Frog Environmental Products® (formerly Arborguy®) Tree Frog® RBK40pt SYSTEM RBK40pt/RBK60pt STAKING DETAIL 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® RBK60pt SYSTEM FOR UP TO 6" CALIPER TREES (4) TREE PROP EPTM 32"x2"x6" WOOD BOARDS 8) 3/4"X70" STRAPPING (1,800 LB. TENSIBLE STRENGTH) (8) ARROWHEAD *Anchors 32" 2x6 BOARD W/STRAPPING TEMPORARY SAUCER Tree Frog® RBK INSTALLATION NOTES * Specify Anchor ARROWHEAD 1. Biodegradable (soft or hard soil) ANCHOR FINISH I I i �= 2. Nylon (soft soil) _ GRADE 3. Heavy Duty (hard soil) _I I 1 I' 11 EXISTING SUBSOIL AS -i-I I I q SPECIFMIXED IED �T See page 2 for installing root ball tree staking kit .1 111- with banding machine. See page 3 for installing root ball tree staking kit with ratchet. Tree Frog@ RBK40pt PLAN VIEW Tree Frog@ RBK40pt DIAGRAM (4X) 3/4"X70" STRAPPING (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) (1,800 LB TENSILE STRENGTH) ARROWHEAD V STAPLE GUIDES ANCHOR �- -.�, 2 PER BOARD / \ it ROOTBALL 44 \ -- 4" CALIPER TREE NOTE:- FOR UP TO 4" CALIPER TREES -ANCHORS 32" 2x6 BOARD W/STRAPPING ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE Tree Frog® RBK60pt DIAGRAM Tree Frog® RBK60pt PLAN VIEW 1"STAPLE GUIDES 2 PER BOAR (SX) 3/4"X70" STRAPPING (8X) 3/4" X 70" STRAPPING (1,800 LB TENSILE STRENGTH) (1,800 LB TENSILE STRENGTH) ARROWHEAD ANCHOR ( ' ROOTBALL NOTE: -6" CALIPER TREE - FOR UP TO 6" CALIPER TREES AND FOR PALMS UNDER 20' WITH CUT LARGE ROOT BALL 32" 2x6 BOARD W/STRAPPING - ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE TREE FROG ENVIRONMENTAL PRODUCTS WWW.TREEFROGEP.COM 352-735-7411 "TREE FROG" TREE STAKING N.T.S. wvvw.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm �P�JGHEcr,`* Q" Q N ,�� N LIJ ;�O c�-. in I - N Lo L N O o � oo j' Q p.p F aC) o o ,� 11 aj',Z� ¢ :� �o ma0 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 F_ � Z Z W W 75 5 0O U U H H � 0 U U W W N � a Lo Lf) N N � � N rDened Z M. AGUTAR AGUTAR . PUGH 131430 24 © 2025 to T J 0 z � 0. Q Z a W I- La i cn J W LL Z a a o I.I� O U_ U UJ 0 v 0 !- 0 Z LL W U V♦ W 0 w 0 O v Z J W T THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. L5ml J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 - LSP.dwg, 10/7/2025 11:30:15 AM, Michelle Aguior, Page 73 of 104 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 it im 13 14 15 16 17 18 A I- C« IC E F rw i 0 IN A MICAHEL L. PREVOST 1A I' IM 44 QQQ THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 IRRIGATION LEGEND POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) a) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 40PS1 5- 0 GPM (1") RAIN BIRD CONTROL ONE KIT (XCZ-PRB 1001-COM)AT REMOTE CONROL DRIPEGULATED AT 40PSI PRESSURE150-LC Q 15 62 GPM (1T5"") RAIN BIRDLVE CONTROL ZONE KIT (XCZ-ASSEMBLY: R) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 a a a a a a a Zp PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. Designed: HINES MOUNT IN 19" STANDARD VALVE BOX. Drawn: HINES 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD Checked: HINES VALVE BOX. Job No.: W131430 �— INDICATES CONTROLLER AND STATION NUMBER Al _ INDICATES LATERAL DISCHARGE (GPM) 14 Date: 05/14/2025 © 2025 1 Turf INDICATES VALVE SIZE (INCHES) _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 60 0 60 120 Graphic Scale in Feet Haines Inc Z O z J 0. Z O QLLLL C� Q CO J a Z Q o Ld W O CU O -� J Q W W U W U. O F_ U > 0 O 300 W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 m0 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:36 AM, Michelle Aguiar, Page 74 of 104 1 1 2 1 3 1 4 1 5 6 A IA C Ic MATCH LINE A - REFER TO MATCH LINE A SHEET IR1.3 ■ MICAHEL L. PREVOST IA CID #383 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED IR1.1 7ti 16 E I R 1.2 „ , M � ; + x� I R1.3w y{','.�to-.,,= C�:�y4,4ya.�d •,a+z'.e�. `+ h �f5�dl dj} r,I � � IIIfIrYYI"r�■I'(.-� �. �,. t` {"°"� fir+ _ `�f NN w > i ' r ' r x , KEY MAP 1" = 200' IRRIGATION LEGEND POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED —t— UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 5-20 GPM (1") RAIN BIRD CONTROL ONE KIT (XCZ-PRB 1001-COM)AT 40PS1 REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI 15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 1 OX DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. �— INDICATES CONTROLLER AND STATION NUMBER 14 Al _ INDICATES LATERAL DISCHARGE (GPM) Turf INDICATES VALVE SIZE (INCHES) _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 20 0 20 40 Graphic Scale in Feet A. Haines Inc www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 O D N N t6 0 a a a a a a a Z Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 Date: 05/14/2025 © 2025 Z 0 F_ a CO a Z J a J = LL O U_ z 0 Q o Z � W o o LL — W U 0 0 >- U W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 ml J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:39 AM, Michelle Aguiar, Page 75 of 104 1 2 1 3 1 4 5 6 A IA C Ic D 0 x r z m n m -n m 0 0 x r z m n x m m 55 w I ,x .. _ .. .. s ■ ■ ■ ■ ...� .. s ■ ■ ■ ■ _ ...� .. � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ _ .. � ■ ■ _ ■ ■ � ■ ■ _ ■ ■ � ■ ■ _ ■ ■ � ■ ■ _ ■ ■ MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.4 MICAHEL L. PREVOST I D r, I n tt q tt'z THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' IRRIGATION LEGEND h POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED —t— UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 5-20 GPM (1") RAIN BIRD CONTROL ONE KIT (XCZ-PRB 1001-COM)AT 40PS1 REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI 15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 1 OX DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. �— INDICATES CONTROLLER AND STATION NUMBER 14 Al _ INDICATES LATERAL DISCHARGE (GPM) 1 INDICATES VALVE SIZE (INCHES) Turf _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 20 0 20 40 Graphic Scale in Feet Haines Inc www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm _• 1 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 O D N N t6 0 a a a a a a a Z Designed: HINES Drawn: NINES Checked: HINES Job No.: W131430 Date: 05/14/2025 © 2025 Z O % a I— CO Z o J .J = O a LL U_ z o W O Z a o a �- o w o � O ~ U � W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 m2 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:42 AM, Michelle Aguiar, Page 76 of 104 1 2 3 2 5 6 A IA C IC MATCH LINE A - REFER TO MATCH LINE A SHEET IRIA r, r ..tip PF / j t \ ■ r tr r �r'Y ■ ■ ■ ■ yx 4111 ■ .F_ ■ W in Nm" V ■ W ■ Z J yr 0 N r IN W N C3 ■ W £'` ■ z r� Q x4 ■ ■ ■ ■ ■ ■ MICAHEL L. PREVOST 1A I' IM 44 QQQ THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED KEY MAP 1" = 200' IRRIGATION LEGEND POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm /II I 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 - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 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 - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 40PS1 5-20 GPM (1") RAIN BIRD CONTROL ONE KIT (XCZ-PRB 1001-COM)AT REMOTE CONROL DRIPEGULATED AT 40PSI PRESSURE150-LC Q 15 62 GPM (1T5'") RAIN BIRDLVE CONTROL ZONE KIT (XCZ-ASSEMBLY: R) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 a a a a a a a z6 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. Designed: HINES MOUNT IN 19" STANDARD VALVE BOX. Drawn: HINES 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD Checked: HINES VALVE BOX. Job No.: W131430 �— INDICATES CONTROLLER AND STATION NUMBER Al _ INDICATES LATERAL DISCHARGE (GPM) 14 Date: 05/14/2025 © 2025 to Turf INDICATES VALVE SIZE (INCHES) _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 20 0 20 40 Graphic Scale in Feet Haines Inc Z O F_ I— CO Z o J .J = O a LL U_ z o LL O Z qJ a o a �- o w o � O ~ U � W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 m3 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:45 AM, Michelle Aguiar, Page 77 of 104 1 2 1 3 1 4 5 6 A IA C IC 16J] MATCH LINE D - REFER TO MATCH LINE D SHEET IR1.2 f 1 A, �`"` '`;�' l�'� r • `` C/ ..,__,..„,..,._ , r.�' 1 ;%.... I , I <." /t` ,</�` ,r r.r''r .l f ';, rr r/ / f ..r 1 ; r `t //. y e ..�....,.�__ 1 i ,. % r r 't ." �•,i . i`�„et,!`' 21 ,' €'fl'�,'�`• 1 'f ' r`" I `r���'�.,� ,,f':?"�,x? €,l it '.,,r / / / ,f J 3;/`` �, x -�- '.h,'�` 1 ` t /r�i'r .'`r`F�Y ,,� I I •�. �%�rl' ,r r f °' ;' i TREE } f' ,r 1/4„ 2�2 � r`r 2 C8 4 , x f r ix fi f , 2.21 /,. �* w 1 F w, h �, ,x € ,x 1 lanter � � �, �,• ix <.� != SIZE' 1 5 INCH , .x PRESSURE: 60 PSI 4111 r x r"4 71 FLOW: 45 GPM f; , ��,,; . ' ti ., ,., . �{.•� r� „. � ,„, � x � � ,w 1, ,r f/ Z ? xiyr je vM x M ,. j Jjjj • F`�,, ON/4�,fn , ,., r,`" 1' f r fr " f , r r t� f 33.3 f ,W j 1 .� 1 y2n III j`"r /t r' t ,l rh t ,s,,.r. f r' _ r r<a d i € 1 r /7 jt JI t5. t i`+r x`' ;'i } 1 r'f" r'€ �1' j' , 'f€ i` f A �,,' `,^'rf fr `..., _ ,` "``" d a ";". •t .f rxJ 1r r #,'}f,=f , ,t Yl MICAHEL L. PREVOST I D r, I n tt q tt'z THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED ,r r~ IR1.1 k ^„ , f r7, �r d e trx- r f r7` §1 F na 4k.J �m- � > _ r e f � R 1.2 - ,71 a a ' •' 7 �,,�� r � :.,n = `' ;, f' ���� �� ;�' *. ; "`•4 "r it ,' N ,3 € 3,RETAILm 7, Nos am w tom' r r x x I R 1 4 „ rr 1; 1 ( J xla : I r'r�y KEY MAP 1" = 200' IRRIGATION LEGEND h POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED - — - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED —t— UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 5-20 GPM (1") RAIN BIRD CONTROL ONE KIT (XCZ-PRB 1001-COM)AT 40PS1 REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI 15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 1 OX DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. �— INDICATES CONTROLLER AND STATION NUMBER 14 Al _ INDICATES LATERAL DISCHARGE (GPM) 1 INDICATES VALVE SIZE (INCHES) Turf _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 20 0 20 40 Graphic Scale in Feet Haines Inc www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 O D N N t6 0 a a a a a a a Z Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 Date: 05/14/2025 © 2025 Z 0 F_ a I— CO Q a LW o U_ z O Q o Z Q W o o LL — � W U 0 O � U W Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 m4 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:48 AM, Michelle Aguiar, Page 78 of 104 1 1 2 1 3 1 4 1 5 6 A d C IC MATCH LINE E - REFER TO MATCH LINE E SHEET IR1.3 ¢ �^�;a:•- exae ��a a aurw , 2r12 ■ SPACE....s "' 6 '71 A C"' R E . S«7 ",,,;.rc., , mob, �, }^'� ,F. F. E. 15%, 8.5 0' ■ ■ M¢ ", Al ✓ ■ F, �* Z •,. R .,,11 4 3 „i W& h ■ f V ■ �% /, , ■ gym" t ■ rc1, ;\ 1 �2' { \ `rv\ f / ■ ` ¢ j� l € ^ ■ 1j w ' r ■ ri s d ` , fr it % xr l i t f � ` ".. > ' },, ■ 1/„ ; tt ry a } w� ,,�_._, ,, '�;� � .,ate '" a�, � '�"' i' ""1 •, ,�r'� ,. ,r \ _ ■ =rcry \ e M1, _ ,, " s a „ y , f v 4. r _.. _ �._.. ��,� r�, _�_ � tea, ,r =;L,.. �,. �b°� � ■ ■ ■ I I I I KEY MAP 1" = 200' IRRIGATION LEGEND POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ----- LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED - - - LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC i 3/4-INCH SIZE UNLESS OTHERWISE INDICATED UNCONNECTED PIPE CROSSING C > d INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING J REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: = RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI 5-20 GPM (11") RAIN BIR CONTROL ONE KIT XCZ-PRB 100-COM i REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE REGULATED AT 40PSI 15-62 GPM (1.5") RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) C N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 F PROVIDE 10X DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. MICAHEL L. PREVOST IA CID #383 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED �— INDICATES CONTROLLER AND STATION NUMBER 14 Al _ INDICATES LATERAL DISCHARGE (GPM) 1 INDICATES VALVE SIZE (INCHES) Turf _� INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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. N 20 0 20 40 Graphic Scale in Feet Haines Inc www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 0 D N 0 a a a a a a a Z Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 Date: 05/14/2025 © 2025 Z 0 F_ I— CO Q a LW LL � o U_ Z O Q o Z W qJ o O LL � LU U O 0 � U Z THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR1 m5 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 — IRR.dwg, 10/7/2025 11:30:51 AM, Michelle Aguiar, Page 79 of 104 INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST IRRIGATION SYSTEM OF 60 PSI, AT A DESIGN FLOW OF 45 GPM AT THE PERFORMANCE. 1.5-INCH IRRIGATION POINT -OF -CONNECTION (POC). TAP, METER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED IN THE DRAWING 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND 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. A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. 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 :u:nshine8�.com www.sunshine8ll.com MICAHEL L. PREVOST IA CID #383 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED 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 WATERSENSETM 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. ESTIMATED ANNUAL WATER USE THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL WATER USE OF 567,418 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION, THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER USE WITH ACTUAL WATER USE, AS RECORDED ON SITE, AFTER ALL PLANT MATERIAL HAS BEEN ESTABLISHED. THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON 30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE TIME OF THE DEVIATION. TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE, AN IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED. IRRIGATION SYSTEM DESIGN PARAMETERS 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. MINIMUM PRESSURE REQUIREMENT AT POC 60 PSI MINIMUM FLOW REQUIRED AT 45 GPM POC MAXIMUM FLOW AT FURTHEST POINTS OF THE SYSTEM 45 GPM TOTAL IRRIGATION DAYS PER 2 DAYS WEEK WATER WINDOW PER DAY 5 HRS 1� 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 (3) IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. 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 + Bubblers) 17014.46 o 100 /o Total Irrigated Area 17014.46 100% POINT -OF -CONNECTION: REUSE WATER TAP PER LOCAL AND STATE CODES. IRRIGATION WATER TAP AND WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY CONTRACTOR, PER LOCAL CODES. f SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2-INCH SIZE UNLESS OTHERWISE INDICATED ------ LATERAL PIPE TO DRIP IN -LINE TUBING: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO IN LINE TUBING RINGS FOR TREES: CLASS 200 PVC 3/4-INCH SIZE UNLESS OTHERWISE INDICATED UNCONNECTED PIPE CROSSING INLINE DRIP TUBING: NETAFIM UNI-TECHLINE-CNL PRESSURE COMPENSATING 0.9 GPH EMITTERS,12" EMITTER SPACING, 18" ROW SPACING REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER: RAIN BIRD PESB-PRS VALVE SERIES OR EQUAL (SIZE INDICATED ON PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY: PRESSURE 5- 0 GPM (1 ") RAIN BIRD CONTROL ZONE KIT (XCZ-PRB 1001-COM) ATED AT 40PS1 REMOTE CONDRIPASSEMBLY: PRESSURE REGULATED 15 62 GPM ITROL RAIN BI DEVE CONTROL ZONE KIT (XCZ-150-L DR) AT 40PS1 ISOLATION GATE VALVE ASSEMBLY: MATCO 514 PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 �F PROVIDE 11 DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. 1.5" BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. INDICATES CONTROLLER AND STATION NUMBER Al 14 INDICATES LATERAL DISCHARGE (GPM) 1 �� �"'�--- Turf INDICATES VALVE SIZE (INCHES) -- INDICATES LANDSCAPE APPLICATION IRRIGATION CONTROLLER UNIT WITH WEATHER BASED INTERNET CONNECTED COMMUNICATION HYDROPOINT MODEL #HYDROPOINT0017 - 24 STATION PEDESTAL MOUNT + HYDROPOINT RAIN SWITCH #HYDROPOINT0042 CONTROLLER TO BE OWNER PROVIDER, CONTRACTOR INSTALL. 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 I CALIPER OR GREATER) ALL TREE IRRIGATION TO BE ON SEPARATE TREE IRRIGATION ZONES. Haines Inc www.cphcorp.com Building,getter Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 0 D a� M 0 Q a Q Q a Q a z Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 Date: 05/14/2025 © 2025 Z CIO 0 Z Z O UJ LL O J W p W W J QyJ >- 0 0 O LLJ O Q O — THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR5mO J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl31430 — IRR.dwg, 10/7/2025 11:30:52 AM, Michelle Aguiar, Page 80 of 104 PVC SUPPLY HEADER TOP OFSLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC EXHAUST HEADER rnEnFaLoPs�- ----� X}wvEmT0mxLSPxC|wG OwTOP zBOpSLOPE REMOTE CONTROL VALVE | ASSEMBLY WITH DISC FILTER AND CONVENTIONAL SPACING -----~- Pev PLUS on%OmBOTTOM 1/o OF SLOPE wors. ' ALIGN LATERALS PARALLEL roTHE CONTOURS o,THE SLOPE z. INSTALL ALL VALVE BOXES 5'm/wFROM ANY CURB. IN -LINE DRIP TUBING - INSTALLATION [)NSLOPE WEED FABRIC OVER DRIP TUBE STAPLE SPACING SOIL TYPE STAPLE SPACING SAND TOC* LOAM 4'OC* °INSTALL 2STAPLES ATEACH ELBOW, TEE ORCROSS. STAPLES ASRECYD FOR DRIP TUBE & VVEEDFABR|C. SEE CHART ABOVE. - POINT OF CONNECTION PER ARCH. PLANS P LLI BUILDING WALL |�� �"�E"=�"���"° SUPPLY HEADER 1" WATER SOURCE EE\E DRIPLINE INSTALLATION SUBGRADE SEE SPECIFICATIONS— - FOR DRIP TUBING 3 " PVC--/ EXHw��DER AUTOMATIC LINE FLUSH VALVE QUICK CONNECT VALVE `-rw^TExSOURCE FOR _- ��������s CONTINUATION, FOR NO ON -SITE IRRIGATION, SEE CIVIL PLANS FOR RAISED PLANTERS MICAHE[ L. PREVOST A CID # 383 THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED ADJUST EQUIPMENT TOPROVIDE 2^MINIMUM CLEAR BETWEEN FLOW STEM AND BOTTOM OFVALVE BOX LID. PVC GCH80TOE PVC GCH80TOE REMOTE CONTROL pVCOCH NIPPLE NIPPLE \ VALVE 80UN|ON / PVC MAINLINE 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 OE BRICK SUPPORT (1' 12^DEEP 12^x18^ EA. CORNER) WASHED GRAVEL VALVE BOX NOTE: INSTALL ALL VALVE BOXES 5' REMOTE CONTROL VALVE MIN FROM ANY CURB. (W/1-1/2"PRV) MULCH LAYER SEE PLAN FOR TYPE & DEPTH PLANTNGMIX 12^ROW SPACING X 12^EMITTER SPACING MULCH,L WEED K4AJ AND DRIP LINE INSTALLATION CAST IRON CYLINDRICAL VALVE BOX WITH ROUND GATE VALvP�m�u��� \ 7--�o r�m�ouE annwZE THREADED ENDS GATE VALVE WITH TO WHEEL HANDLE _ T� T� uuuu uu oomp^orso ___FILL / mmwuws . ff ` ^~^^~^~~~�~ SCH. 80 TOE NIPPLE EACH SIDE opVALVE. GATE VALVE PVC ORPOLY LATERALLINE | LINE FLUSHING VALVE #XXXX COMPRESSION RING EXHAUST HEADER) TEE 0 VALVE BOX (INSTALL 00000 SHUT TUBING MAY BE WASHED GRAVEL ATTACHED TO BRICK SUPPORTS OUTLET) LINE FLUSHING VALVE (W/ SHUT-OFF VALVE) N.T.S. NOTE: INSTALL ALL VALVE BOXES 5'1 MIN FROM ANY CURB. PIPE SIZING CHART F.M. UPSTREAM DOWNSTREAM SIZE LENGTH LENGTH RECTANGULAR VALVE BOX MASTER VALVE--\ I I / \ 17 ALL MODELS OF ET CONTROLLERS 1 PVC SWEEP ELL AND LOW PROFILE CONDUIT FOR 120 VAC FROM ANTENNA. METERED POWER SUPPLY. CONDUIT FOR CONTROL WIRES. RAIN SENSOR WITHIN VIT RAIN SENSOR ENCLOSURE 2" PVC SWEEP ELL AND CONDUIT (PT# RGVRSS) PER SPEC. FOR FLOW SENSOR CABLE AND MASTER VALVE WIRES. 1" PVC SWEEP ELL AND CONDUIT FOR GROUNDING WIRE. WIRE SHALL BE AS STRAIGHT AS POSSIBLE. GROUND CONTROLLER PER ASIC GUIDELINES. FLOW SENSOR CABLE AND MASTER VALVE POURED CONCRETE - WIRES PER BASE, SLOPE TO DRAIN POURED CONCRETE BASE, SLOPE TO DRAIN CONCRETE SLURRY MIX. NOTE: MINIMUM CONCRETE BASE REQUIREMENTS. CONTRACTOR rPVC SWEEP ELL AND xvmvv./rux---~ SHALL VERIFY NUMBER AND SIZE opCONDUITS REQUIRED nnovmo/wG WIRE. WIRE SHALL as^v FOR EACH ENCLOSURE INSTALLATION. USE ENCLOSURE snmm*r^apoomaLs-onovwo MANUFACTURER'S TEMPLATE FOR PROPER LAG BOLT CONTROLLER PER ^o/uGUIDELINES. PLACEMENT. PROVIDE xMINIMUM z^opCONCRETE FROM z.PVC SWEEP ELL AND CONDUIT FOR FLOW ------/ LAG BOLT roOPENING /wCONCRETE BASE FOR CONDUITS. SENSOR c^nLeAND MASTER VALVE WIRES, CONTROLLER rnasOWNER PROVIDER, CONTRACTOR INSTALL. wcATHc:r:xxcTpRou1o''FRONT ENTRY ENCLOSURE 1/rX2^ META STRAP 2'X�X�--� VALVE ANCHOR NOTES: 1. 4^MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE2CU. FT. THRUST BLOCK DETAIL BLACK WIRE HARNESS BLUE -"'"-RED WATERPROOF ELECTRICAL CONNECTORS ITE- -BLACK (DO NOT USE PRE -FILLED TYPE FLOW METER FROM IRR METER A MINIMUM 8" OF PEA GRAVEL UPS- ;TANCE IN VALVE BOXES 10 X FLOW METER SIZE 5 X FLOW METER SIZE NOTE: INSTALL ALL VALVE BOXES , MIN FROM ANY CURB FLOW METER /MASTER VALVE DETAIL NEW MULCH RING TO EXTEND 48" FROM TRUNK. "TS STAINLESS STEEL AUTOMATIC CONTROLLER ENCLOSURE ASSEMBLY. SEE IRRIGATION LEGEND FOR MAKE AND MODEL. ws^r*s^rn^xsrpnn3SERIES CONTROLLER. SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. UNIVERSAL RADIO REMOTE INTERFACE. (TYPICAL) RAIN SENSOR WITHIN wrRAIN SENSOR ENCLOSURE (PT4novnxx) PER SPEC. CONTROLLER TRANSFORMER s=/ON/OFF POWER SWITCH RECEPTACLE. (oprmm^L) ,' PVC SWEEP ELL AND CONDUIT FOR ,uoVAC FROM METERED POWER ovppu' /-FINISH GRADE. u^ BELOW TOP OF CONCRETE BASE, -A ^ TEMPORARY RISER AND CAP SOLVENT WELD CAP TO RISER FINISHED GRADE - PAVEMENT 80 ELL-J' \---18^ FOR (TYPICAL) NON -PRESSURIZED SLEEVE AS SPECIFIED LATERAL 24' FOR (PROVIDE SEPARATE 2^ MAINLINE CHASE FOR CONTROL WIRING.) SLEEVE INSTALLATION DETAIL 3" CALIPER OR LESS PROVIDE 2 RINGS. 4" CALIPER OR GREATER PROVIDE 3 RINGS. E TRUNK TRE ����E�TO ADDITIONAL SOLID DRIP LINE OR PVC TREE IRRIGATION ON SEP�TEZONEFROMDrip e APPROVED MULCH & WEED SOLID DRIP LINE OR PVC PVC LATERAL ���� CANOPY TREE RING LAYOUT rPVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. `V1 8" IV1 8" MI N. MI N. MAIN SUPPLY, LATERAL MAIN SUPPLY ANDTU8|NS8WIR|NG -''� -''V11 -N' P.V�C. WIRE <UFVY> LATERAL VY[[H|N UNDERGROUND CONDUIT FEEDER WIRE DETAIL NOTES: 1. x/Lp/�c. PIPING SHALL eeSNAKED |wTRENCHES. z. ALL WIRING TOoEINSTALLED PER LOCAL CODES. n. ALL WIRING TneEBUNDLED AND TAPED AT1o'|wTsnvxLa. *. ALL MAIN SUPPLY LINES ToseINSTALLED AnPER MANUFACTURER'S epso|p|oATmwe. s.PROVIDE PIPE AND WIRE aLee/|mGUNDER ALL PAVED SURFACES. WIRE SHALL esWITHIN SEPARATE 2^ELECTRICAL CHASE. TRENCHING DETAIL 44 MOUNTING REFER TO PLAN FOR REFER TO PLAN FOR BRACKET SENSOR LOCATION. SENSOR LOCATION. S, ANTENNA POLE BANDMOSE CLAMP OR STRAP. ANTENNA U-BOL OR SPLIT -CLAMP MAY ALSO BE USED. (NOT MOUNTING BRACKET INCLUDED) POLE INSTALLATION'A'* INSTmLLATIm� BANDMOSE CLAMP OR o�uoo�up�^�wm ^r�r�nu,vw�vmvo�umo�nwALSO BE USED, (NOT MOUNTING BRACKET POLE REFER TO PLAN FOR SENSOR LOCATION BANDMOSE CLAMP OR STRAP. U-BOLT OR SPLIT -CLAMP MAY ANTENNA ALSO BE USED. (NOT INSTmLLATImN'C' NOTE ` MOUNT SENSOR owANY SURFACE WHERE IT WILL BEEXPOSED mUNOBSTRUCTED RAINFALL, BUT NOT w PATH orSPRINKLER SPRAY, woMORE THAN `00npnowRECEIVER UNIT. MOUNT RECEIVER UNIT wo FURTHER THAN arpowCONTROLLER. ,� ALL ELECTRICAL WORK MUST CONFORM ruLOCAL ouusa�REFER mPRODUCT u�n�unsFOR � ^umnow^L'wxm/uvmwnrumnswswm. � Haines Inc www'cphcorp'com Building Better Communities Together 1117 East Robinson Street o,mnuv FLu2uo1 ph:4or.42s.ox5u Plans Prepared By: CPH, LLC Ilk This item has been digitally signed and sealed bvGalen J.Pugh, RLxonthe date adjacent mthe seal. Printed copies ofthis document are not considered signed and sealed and the signature must boverified onany 0 electronic copies 0 Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OFPLANS. Sheet /no' IR5ml J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 - mn.dw« 10/7/2025 11:30:5* m* Michelle Aoulor, Page 81 of 104 1 n IRRIGATION WATER METER. SIZE INDICATED ON PLAN. PROVIDED BY THE SITE UTILITY V CONTRACTOR, PER LOCAL CODES. 1 BRASS MASTER VALVE - HYDROPOINT #HYDROPOINT0036 WIRE INTO THE CONTROLLER MASTER VALVE STATION. MOUNT IN 19" STANDARD VALVE BOX. PVC TEE TYPE FLOW SENSOR - HYDROPOINT #HYDROPOINT0028 1 F PROVIDE 1 OX DIAMETER UP STREAM & 5X DIAMETER DOWN STREAM CLEAR PIPE. MOUNT IN 19" STANDARD VALVE BOX. IRRIGATION ISOLATION VALVE. SIZE SAME SIZE AS PIPE. MOUNT IN 19" RECTANGULAR 3 VALVE BOX WITH 8" NDS DRAIN PIPE EXTENSION AS NEEDED. 2.5" AND SMALLER - BRONZE THREAD ON TYPE WITH WHEEL HANDLE. WEATHER BASED INTERNET CONNECTED PEDESTAL MOUNT CONTROLLER WITH RAIN SWITCH AND GROUNDING. 1 ® HYDROPOINT MODEL #HYDROPOINT0017 HYDROPOINT RAIN SWITCH #HYDROPOINT0042 3 1„ IRRIGATION CONTROL VALVE. PLASTIC BODY WITH PRESSURE REGULATOR + FLOW CONTROL + VALVE ID TAG. RAINBIRD PESB-PRS VALVE SERIES, OR EQUAL. 1 1.5" 2 KT71" DRIP IRRIGATION VALVE, FILTER AND REGULATOR ASSEMBLY. 5-20 GPM (1 ") - RAIN BIRD CONTROL ZONE KIT (XCZ-PRB-100-COM) 6 1.5" 15-62 GPM (1.5") - RAIN BIRD CONTROL ZONE KIT (XCZ-150-LCDR) 17106 If - - - - - - - PVC MAIN LINE PIPE. CLASS 200, PVC. INSTALL 18" DEEP. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. PVC LATERAL LINE PIPE. INSTALL 12" DEEP. 10,129 If 3/4" AND LARGER, CLASS 200, PVC. 1/2" PIPE SIZE, CLASS 315, PVC. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. 11936 If PVC SLEEVE PIPE. CLASS 200, PVC. 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 15,808 Sqf 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. IN LINE DRIP TUBING RINGS ON TREE ROOT BALL PER DETAIL. 0.9 GPH EMITTERS 12" ON CENTER. PROVIDE THREE (2) DRIP TUBING 165 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. rs7unsulne814com www.sunshine8ll.com MICAHEL L. PREVOST IAnn#mvi THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED NUMBER www.sunshine8ll.com MICAHEL L. PREVOST IAnn#mvi THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED NUMBER SIZE TYPE GPM C-1 12" Area for Dripline 25.9 C-2 ill Tree 15.5 C-3 12" Area for Dripline 30.0 C-4 12 Area for Dripline 37.3 C-5 1" Tree 18.5 C-6 1" Area for Dripline 17.4 C-7 1 if Tree 21.0 C-8 1 if Area for Dripline 2.2 C-9 12 Area for Dripline 33.3 C-10 12" Area for Dripline 37.0 C-11 12" Area for Dripline 36.9 C-12 12" Tree 27.5 TURF IRRIGATION ZONES ARE HIGH WATER USE ZONES. Drip IRRIGATION ZONES ARE LOW WATER USE ZONES. TREE IRRIGATION ZONES ARE MEDIUM WATER USE ZONES. NUMBER TYPE PRECIP MIN/WEEK MIN./DAY C-1 Area for Dripline 1.44 in/h 55 4 C-2 Tree 1.7 i n/h 60 9 C-3 Area for Dripline 1.44 in/h 55 4 C-4 Area for Dripline 1.44 in/h 55 4 C-5 Tree 1.7 i n/h 60 9 C-6 Area for Dripline 1.44 in/h 58 7 C-7 Tree 1.7 i n/h 60 9 C-8 Area for Dripline 1.44 in/h 60 9 C-9 Area for Dripline 1.44 in/h 60 9 C-10 Area for Dripline 1.44 in/h 61 10 C-11 Area for Dripline 1.44 in/h 62 11 C-12 Tree 1.7 i n/h 60 9 NOZZLESALL , EMITTERS ARE PRESSURE REGULATED AT THE MANUFACTURER'S RECOMMENDATIONS o* Haines Inc www.cphcorp.com Building Better Communities Together 1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 Plans Prepared By: CPH, LLC A Full Service A & E Firm 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 0 D a� (D 0 Designed: HINES Drawn: HINES Checked: HINES Job No.: W131430 Date: 05/14/2025 1 © 2025 z 0 I- W F_ CO a J LU T w o _ LL U_ v o L Cl) Z W o oa _ �- o Q W O 0 ~ W 2 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. IR5m2 J:\Wl3l430\landscape\DWG\preliminarydesign\Plans\Wl3l430 - IRR.dwg, 10/7/2025 11:30:55 AM, Michelle Aguiar, Page 82 of 104 ENTRY SIDE ELEVATION (WEST) SIDE ELEVATION (EAST) REAR ELEVATION (NORTH) FRONT ELEVATION (SOUTH) 17ff "i N1_. 09/16/25 SIDE ELEVATION (WEST) PRE -FINISHED METAL PF13 BONE WHITE ALUMINUM BRAKE MEDIUM GRAY CLADDING AND P135 AUTOMATIC DOORS CLEAR ANODIZED FINISH ENTRY SIDE ELEVATION (EAST) 11 DARK GRAY P49 11 TRUE BLUE P218 Exterior Elevations m WHITEBARK Page 83 of 104 _a N 09/16/25 Ocoee Village Center, FL Overall View at Front LB Page 84 of 104 FIFA, 09/16/25 Ocoee Village Center, FL View from Street LB Page 85 of 104 09/16/25 Ocoee Village Center, FL View from Parking Lot LB Page 86 of 104 fff'AA 09/16/25 Ocoee Village Center, FL View at Planters LB Page 87 of 104 FIF."Al-1109/16/25 Ocoee Village Center, FL View at Vestibule LB Page 88 of 104 09/16/25 Ocoee Village Center, FL View at Wine & Spirits LB Page 89 of 104 1--IF-.A,,,, 09/16/25 Ocoee Village Center, FL View at Drive-Thru LB Page 90 of 104 HFA 09/16/25 Ocoee Village Center, FL View at Fuel Station Entry LB Page 91 of 104 HTA09/16/25 Ocoee Village Center, FL View at Fuel Station B10 Page 92 of 104 A09/16/25 Ocoee Village Center, FL View at Kiosk 611 Page 93 of 104 09/16/25 Ocoee Village Center, FL View from N. Lakewood Ave. & Banyan Cove Bvld. [6l 2 Page 94 of 104 M 09/16/25 Ocoee Village Center, FL View from Westbridge Court & Banyan Cove Bvld. [6l 3 Page 95 of 104 CITY OF OCOEE NOTICE OF PUBLIC HEARING TO CONSIDER AN APPLICATION FOR A LARGE-SCALE PRELIMINARY SITE PLAN OCOEE VILLAGE CENTER - NEW GROCERY AND FUEL STATION CASE NUMBER: LS-2024-011(SAGE # 2024-0047) NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 4-3A(3)(b), of the City of Ocoee Land Development Code, that on TUESDAY, OCTOBER 14, 2025, at 6:15 P.M. or as soon thereafter as practical, the OCOEE PLANNING & ZONING COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 1 North Bluford Avenue, Ocoee, Florida, to consider an application for a Large -Scale Preliminary Site Plan for the Ocoee Village Center - New Grocery and Fuel Station to be located on four (4) lots 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 unim- proved rights -of -way of North Lakewood Avenue and Clarcona Ocoee Road. Com- bined, the subject property contains approximately 6.9 acres and is generally located in the southwest corner of the intersection of the new North Lakewood Avenue re- alignment and Clarcona Ocoee Road. The applicant is proposing a new grocery store and fuel station. Interested parties may appear at the public hearing and be heard with respect to the proposed action. The complete case file may be inspected at the Ocoee Devel- opment Services Department, located at 1 North Bluford Avenue, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except for legal holidays. The Planning and Zoning Commission may continue the public hear- ing to other dates and times as it deems necessary. Any interested party shall be advised that the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearings and that no further notices regarding these matters will be published. You are advised that any person who de- sires to appeal any decision made during the public hearings will need a record of the proceedings and, for this purpose, may need to ensure that a verbatim record of the proceedings is made, which includes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of the proceedings should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. October 2, 2025 25-0284OW Page 96 of 104 The following information is respectfully submitted to the Honorable Mayor and City Commission to provide general information about public and private development in the City of Ocoee. Please feel free to contact Zoning Manager Whitfield at 407-554-7079 for additional information or questions. Under Construction District 1 - Scott R. Kennedy Project Name & General Location Project Description Status OCOEE CROWN POINT MIXED- Under Construction USE DEVELOPMENT Large -Scale Final Site Plan for Sage #2022-0050 2012 Ocoee Apopka Road mixed -use consisting of Multifamily . 60% complete for 16.19 acres and Retail buildings and sitework MAGNOLIA RESERVE Under Construction 2 TOWNHOMES Large -Scale Final Subdivision Plan Sage #2022-0057 Proposing Townhome Subdivision . 18 of 48 (37.5%) 2199 West Road with a minimum living area of 1,500 5.08 acres SF Townhomes have received CO Under Construction 3 OCOEE VILLAGE CENTER • 227 of 232 (97.8%) TOWNHOMES Large -Scale Preliminary/Final townhomes have 10711 N Lakewood Ave Subdivision Plan for 232 — 2-story received CO 34.48 acres Townhome units District 2 - Rosemary Wilsen ROCKET CHIMP OFFICE Under Construction 1 Sage #2023-0035 300 N. Bluford Avenue Small -Scale Site Plan for a 3,137 80% complete for 0.91 acres SF Office Building building and sitework Page 97 of 104 District 3 - Richard Firstner 429 BUSINESS CENTER PHASE Under Construction 11 EAST Sage #2022-0054 Large -Scale Final Site Plan for Buildings at 90% I 448 Corporate Park Road three (3) one-story buildings totaling 126,402 SF completion 11.21 acres Sitework at 85% completion 429 BUSINESS CENTER PHASE Under Construction 11 WEST Sage #2022-0055 Large-scale Final Site Plan for a & Building at 90% 2 510 Corporate Park Road one-story building consisting of completion 5.90 acres 70,720 SF 0 Sitework at 80% completion 02B KIDS Under Construction 3 Sage #2022-0023 Small -Scale Site Plan for a 10,970 880 Bluford Avenue SF Day Care Facility and a 6,000 Building and 2.48 acres combined SF Medical Office Building sitework at 80% completion Under Construction THE REGENCY Sage #2023-0015 Large -Scale Final Site Plan for 300 0 Sitework and 4 1601 Maguire Road Multifamily units and 7000 SF of Buildings at 25% 16.68 acres Retail completion 0 Developer is using Private Providers District 4 - George Oliver III RESERVE AT LAKE MEADOWS Sage #2021-0043 Under Construction + 2149 Lauren Beth Avenue A Large -Scale Final Subdivision 18.58 acres plan for 46 single-family homes Only model home under construction WYNWOOD PHASE 3 & 4 FKA Under Construction + CLRM Large Scale Preliminary/Final 2 Sage #2023-0024 Subdivision Plan to construct 187 37 of 186 (19.9%) 56.63 acres single-family residential lots single-family homes Phase I & 2 Complete have received CO 2 1 P a g e Page 98 of 104 Under Review District 1 - Scott R. Kennedy Project Name & General Location Project Description Status • Comments sent on September 15, OCOEE VILLAGE CENTER 2025. 1 NEW GROCERY AND FUEL • Pending Resubmittal Large -Scale Preliminary Site Plan ry Prelimina on STATION for a 48,585 SF Grocery Store with agenda for Sage #2024-0047 a 10 Pump Fuel Station, including a 10/14/2025 Planning N Lakewood Ave 1,618 SF Convenience Store & Zoning Meeting & 7.99 acres 11/04/2025 for City Commission Meeting SPRING HILL SHOPPING PLAZA Sage #2025-0025 • Pre -Application 2 1500 Wurst Rd Small -Scale Site Plan for the meeting held on July Parcel # 09-22-28-8242-02-140 expansion of the existing building 2 2,2025. 0.63 acres nding ding • Pending new submittal District 2 - Rosemary Wilsen 750 S. BLUFORD AVE. Sage #2025-0017 Small -Scale Site Plan for an 15t Review 1 750 S. Bluford Ave. existing building for Site comments sent on Improvements to the parking lot August 4, 2025. • Pending Resubmittal • Preliminary Site Plan OCOEE PICKLEBALL under 2nd Review Sage #2025-0015 Indoor Pickleball Complex with 26 • Preliminary went to 1100, 1050, 1000 Jacob Nathan Blvd. Courts 09/09/2025 Plannin 6.08 acres & Zoning Meeting & 09/16/2025 City Commission meeting O'REILLY'S OCOEE 4 Sage #2024-0039 1891 E. Silver Star Road Small -Scale Site Plan for a 7,246 Approved 0 Awaiting Site Work 5.06 acres SF O'Reilly Auto Parts store Permit & Building Permit VALIANT REALTY GROUP Sage #2024-0051 • Comments sent on 5 112 S. Bluford Ave. Small -Scale Site Plan for a 7,843 July 10, 2025. Parcel # 17-22-28-5504-02-040 SF Office Building • Pending new .24 acres submittal. District 3 - Richard ;Firstner 31 P a Page 99 of 104 CAMBRIA SUITES AT OCOEE Received final staff 1 Sage #2024-0021 924 Maguire Road Large -Scale Final Site Plan for a approval Went to the 2.61 acres six -story, 118-room Hotel 09/16/2025 City Commission meeting FLOORING AMERICA STORAGE BUILDING 0 6th Review Sage #2023-0034 Small -Scale Site Plan for a 13,700 Comments sent on 2 10897 West Colonial Dr. SF Warehouse Building October 7, 2025. 2.95 acres 0 Pending resubmittal LAKE LILLY POINT PROFESSIONAL CENTER 1st Review Small -Scale Site Plan for 14,174 Comments sent on 3 Sage #2025-0018 SF Professional/Medical Office July 9, 2025. Old Winter Garden Road Building 0 Awaiting resubmittal 4.17 acres OCOEE PLAZA Large -Scale site Plan to construct 4 Sage #2025-0029 three 3 buildings consisting of �� g 9 • Under 2"d Review 41, 41, 51, & 96 Maguire Rd office, warehouse, and retail. acres PALM DRIVE RETAIL FACILITY 2"d review 5 Sage #2024-0052 Small -Scale Site Plan for a 15,000 comments sent on Palm Drive SF Retail/Office Building July 24, 2025. Parcel # 18-22-28-0000-00-109 Pending resubmittal. 1.65 acres YARD TRASH RECYCLING FACILITY Sage #2024-0049 Small -Scale Site Plan • Under 5th Review 6 1601 Maguire Road Parcel # 07-22-28-0000-00-021 9.91 acres INSPIRATION TOWN CENTER & LUXURY HOMES Large -Scale Preliminary & Final Under revision 7 Sage #2024-0033 Site/Subdivision Plan proposing 90 review Excellence Circle luxury townhomes, with four 9 acres commercial buildings ELLIANOS COFFEE SHOP Sage #2025-0041 8 250 Moore Road Small -Scale Site Plan for an 864 Under 1st Review 0.46 acres SF Coffee Shop 911 MARSHALL FARMS — SURUJLALL PROPERTY 9 Sage #2025-0022 911 Marshall Farms Rd Small -Scale Site plan for an Auto Under 1st Review 2.22 acres repair shop with office space. 4 1 P Page 100 of 104 District 4 - George Oliver 111 GARDENIA POINTE Sage #2025-0009 Large -Scale Preliminary • 1 st Review Clarke Road/A. D. Mims Road Subdivision Plan comments sent on 37.37 acres July 29, 2025. • Pending resubmittal 5 1 Page Page 101 of 104 Project Name & General Location ( Project Description Status District 1 - Scott R. Kennedy OCOEE VILLAGE CENTER 1st Review NW PARCEL 1 Large -Scale Final Site Plan for • comments sent 1 Sage #2024-0046 three (3) Retail Buildings, with a December 17, 2024 N Lakewood Ave total of 26,570 SF • Awaiting resubmit 3.97 acres for 2nd review THE FALLS AT WINTER LAKE FKA MIXED -USE @ FULLERS 2"d Review 2 CROSS RD & OCOEE APOPKA Large -Scale Preliminary Site Plan comments sent June RD for mixed -use consisting of 14, 2024 Sage #2022-0006 Apartments and Commercial . Awaiting resubmittal Fullers Cross Road 17.96 acres OCOEE GATEWAY Sage #2023-0033 9714 White Road Parcel # 21-22-28-0000-00-021 Parcel # 21-22-28-0000-00-029 69.29 acres CPA and Rezoning from PUD-LDR, and PUD-COMM to PUD-LDR, PUD-MDR, PUD-HDR, and PUD- COMM CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A Small -Scale Site Plan, two-story 251 Maine Street 20,000 SF office/retail building 1.26 acres OCOEE GATEWAY Sage #2024-0042 1100, 1050, 1000 Jacob Nathan Blvd. Parcel # 21-22-28-0000-00-021 Parcel # 21-22-28-0000-00-029 69.29 acres Determination for Vested Rights . 1 st Review Comments sent November 13, 2023 . Awaiting Resubmittal • 2"d Review Comments sent on June 18, 2019 . Awaiting resubmittal for V Review • City Commission Meeting: January 7, 2025 (was continued per applicant) Page 102 of 104 District 3 - Richard Firstner OCOEE REGIONAL SPORTS COMPLEX Sage #2025-0008 Parcel # 07-22-28-0000-00-001 Large-scale preliminary Site Plan Parcel # 07-22-28-0000-00-023 on about 150 acres, for a multi -use 1 st Review 1 Parcel # 07-22-28-0000-00-039 regional sports and entertainment comments sent on Parcel # 07-22-28-0000-00-041 complex, containing multipurpose April 18, 2025. Parcel # 07-22-28-0000-00-043 fields, retail, restaurants, hotel, Pending Resubmittal Parcel # 07-22-28-0000-00-105 offices, and other uses. Parcel # 07-22-28-0000-00-074 Parcel # 07-22-28-0000-00-060 Parcel # 07-22-28-0000-00-057 150.9 acres combined • Revision review comments sent on 2 OCOEE VILLAGE 04/01/2024 Sage #2022-0020 Large -Scale Final Site Plan, for two 0 Site has had three Franklin Street (2) two-story Buildings with 72,712 (3) pre -application Parcel # 18-22-28-0000-00-025 SF for Office/Retail. meetings since the 5.77 acres last round of comments on different site -concept plans 606 SPORTS TRAINING Sage #2024-0005 Large-scale Final Site Plan for a Not Active 606 Ocoee Apopka Road one-story 52,800 SF sports training 5.19 acres facility 3 INSPIRATION 0 2nd Review 4 Sage #2024-0030 Plat — Phase 2 Comments sent on Excellence Circle Platting 30 Parcels to 47 Resulting January 29, 2025 9 acres Parcels 0 Pending resubmittal for 3rd review District George Oliver III COVINGTON OAKS 49 Approved for Sage #2024-0024 Final Subdivision Plan for Construction on 1 8667 A. D. Mims Road 17 Single -Family Residential Lots January 23, 2025 Parcel # 10-22-28-0000-00-004 0 Pending pre- 9.94 acres construction meeting SHOPPES ON THE BLUFF Sage #2024-0013, 2024-0045 Small -Scale Site Plan to construct 0 2nd Review comment 2 9251 Clarcona Ocoee Road two retail buildings totaling 23,052 sent on March 17, Parcel # 33-21-28-0000-00-023 square feet 2025. Parcel # 04-22-28-0000-00-012 & Pending resubmittal. 4.29 acres HOWARD MEADOWS Sage #2023-0032 Final Subdivision Plan for Not Active 3 8708 A. D. Mims Road Six (6) Single -Family Residential 2.25 acres Lots 7 1 Page Page 103 of 104 Project Name & General Location Project Description Status District I - Scott R. Kennedy District 2 - Rosemary Wilsen WEST ORANGE MEDICAL Sage # 2023-0006 3442 Old Winter Garden Road Plat for an 11,800 SF Medical 2 3462 Old Winter Garden Road Office 0 Approved Parcel # 29-22-28-0000-00-028 Parcel # 29-22-28-0000-00-036 1.21 acres combined WEST ORANGE SURGERY 0 Approved for CENTER Construction 3 Sage #2022-0005 Small -Scale Site Plan for an 11,500 Pending Pre- 3422 Old Winter Garden Road SF Surgery Center Construction Parcel # 29-22-28-0000-00-030 Meeting 1.26 acres combined OCOEE OAKS JOINT VENTURE Sage #2023-0021 • Approved 2 201 S. Clarke Rd. Large -Scale Final Subdivision Plan & Pending Pre- 12.59 acres Construction Meeting AQUASONIC CAR WASH 4 Sage #2024-0034 Small -Scale Site Plan, 4,400 SF • Approved for Clarke Road Car Wash construction Parcel # 21-22-28-6328-00-070 1.11 acres District 3 - Richard iFirstner District 4 - George Oliver III Page 104 of 104