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Item 16 (b) Fountains West Commons PUD (b)Public Hearing for Phase 1 Lot 1 of Fountains West Commons Planned Unit Development (PUD) FKA Fountains West Lot 8 “Summit Self Storage” Preliminary and Final Site Plan (PSP/FSP) for Summit Self Storage
AGENDA ITEM COVER SHEET Meeting Date: May 7, 2019 Item # & (a Reviewed By: Contact Name: Mike Rumen Department Director: Contact Number: Ext. 1018 City Manager: Subject: Phase 1 Lot 1 Fountains West Commons PUD FKA Fountains West of 8 "Summit Self Storage" Large Scale Preliminary/Final Site Plan Project No: LS-2018-005 Commission District # 1 — Larry Brinson. Sr. BACKGROUND SUMMARY: Fountains West PUD property is located on the northeast corner of the intersection of West Road and Ocoee - Apopka Road. The property encompasses approximately 43.03 acres of land of which approximately 4.73 acres was designated as wetland/conservation and was dedicated to the City. Additionally, as part of the onsite wetland mitigation, 1.1 acres were dedicated to the City as a Public Trail (Tract G). The approved PUD created eight (8) commercial lots of which one (1) lot is designated as a shopping center (Lot 6-Publix) and another as a large church facility (Lot 8-Living Waters Church). The permitted uses are indicated on a development matrix chart on sheet C-10 with revised uses on LUP-2 of the Land Use Plan. On June 18, 2018, the PUD Land Use plan received approval for a Substantial Amendment to the PUD. The approval changed the permitted uses of Lot 8, from a Church use to include Commercial, Self -storage, and daycare uses. The revision to the PUD also included phasing the project in two separate phases. Phase 1 will include a 102,600 square foot three-story indoor self -storage facility and possible 18,000 square feet of retail space or Day Care. The self -storage is proposed to be accessed via internally drive aisle within the building. The applicant is working on providing a future location for the Ocoee Fire Department in phase 2. The proposed Preliminary/Final Site plan is for a 3-Story indoor self -storage facility on 11.73 acres. Additional improvements include an access drive aisle and master stormwater retention/detention for all phases of the development. The table below references the future land uses, jurisdiction, zoning classifications, and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation PUD Fountains West PUD Wetland Area East Light Industrial PUD Apartments South Commercial PUD Fast Food Restaurants West Commercial PUD Fountains West PUD Publix Center DISCUSSION: The proposed Summit Self Storage Large Scale Preliminary/Final Site Plan consists of a 102,600 sq. ft. indoor storage facility. Each story contains 34,200 sq. ft. of space. Additionally, there is an access drive, drive aisle, and a master stormwater pond. Access to the storage units is made internally, so there are 19 exterior parking spaces provided. The project will be accessed from Fountains West Blvd which intersects with West Road. The property will be serviced by Orange County Water and Sewer. A dry retention pond located on the northwest side will be constructed to handle an overall maximum impervious of 70% for all buildable parcels. The setbacks for the building will be a front building setback of 94 feet and a rear setback of 70 feet. The east (side setback is 27.5, and 32.5 feet and the west setback is 15 feet. The maximum building height is 45 feet. The future development of the additional land area/parcels is not under review at this time. If a use other than day care, commercial retail/restaurant and Fire Station is not proposed, the PUD Land Use plan will have to be revised through the public hearing process. The original PUD approved a maximum trip count for Lot 8 of 519 Daily Trips and 38 PM Peak Hour Trips. A Trip Generation Impact analysis of the existing use and proposed uses was required by staff to understand the difference in traffic generations based on the new uses. The trip analysis assumed a 102,600 square foot Self - Storage facility in Phase 1 and 20,000 square feet of Day Care and 10,000 square feet of Fire Station. As shown in the attached analysis, the Daily and PM Peak Hour Trips anticipated from the proposed land uses will increase to 1,155 Daily Trips (> 519 Daily Trips Allowed) and 244 PM Peak Hour Trips (> 38 PM Peak Hour Trips allowed). The phase 1 (Self -Storage) only generates 155 Daily Trips with 17 in the Peak Hour. To mitigate the increase in traffic generations and increases in the PM Peak Hour Trips, a proportionate share mitigation payment for a traffic signal at the intersection of Fountains West Blvd and West Road will be made. ISSUE: Should the Honorable Mayor and City Commissioners approve the Large -Scale Preliminary/Final Site Plan for Summit Self Storage? DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 4, 2019, and reviewed the Large -Scale Preliminary/Final Site Plan. The applicant provided a revision answering all outstanding comments. The DRC voted unanimously to recommend approval of the Large -Scale Preliminary/Final Site Plan for Summit Self Storage. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission (P&Z) hearing was scheduled for April 9, 2019. No issues or concerns were brought up. The Planning and Zoning Commission voted unanimously to recommend approval of the Large - Scale Preliminary/Final Site Plan. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend Approval of the Large -Scale Preliminary/Final Site Plan for Summit Self Storage. 2 ATTACHMENTS: Location Map Zoning Map Aerial 11x17 Large Scale Preliminary/Final Site plan (May 4, 2019) Trip Generation Impact for Lot 8 Financial Impact: None Type of Item: (please mark with an °x ) X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 3 Lot 8 Summit Self Storage Preliminary/Final Site Plan Location Ma 19 0 a 0 West oad S oad �29 0 S,�atie � Lot 8 Fountains West PUD Surrounding Zoning Map 1 inch = 476.266878 feet 160 80 0 160 320 480 Feet Printed: May 2018 Subject Property Unincorporated Territory ® and Other Municipalties 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 Lakes and Water Bodies SIL j for I 44 t V�• I f} ow .m _ f I SAM _ West /"P�J�S,1Nf,J@-.cn:4.n Ewd, njDn� ' M o�o- , Qkm- Aa ), Eagq*- �T (- o o t�-D G�1gIl/�WJInW©n ��°"o C'.UViJ 'W UUIJUCJ ��d1�1� -West Kimley)))Horn MEMORANDUM To: Michael Rumer City of Ocoee City Planner From: James M. Taylor, P.E. Kimley-Horn and Associates, Inc. Date: May 15, 2018 Subject: Fountains West PUD Lot 8 Trip Generation Impact . Purpose The following analysis was prepared to determine the anticipated trip generation impact for Fountains West PUD Lot 8 to supplement a rezoning application for the property. The anticipated trips were compared to the Maximum ADT allowed for Lot 8. Existing PUD Trips The existing Fountains West PUD allows for the following maximum trip totals for Lot 8: • 519 Daily Trips • 38 PM Peak Hour Trips Proposed Land Use The proposed land use for Fountains West PUD Lot 8 consist of two (2) development phases, as follows: Phase 1: • 102,600 square feet of Mini -Warehouse (Self -Storage) Phase 2: • 20,000 square feet of Day Care • 10,000 square feet of Fire Station • Possible expansion by the Fire Department to add training facilities on the northern portion of the property 189 South Orange Avenue, Suite 1000, Orlando, FL, 32801 Fountains West Lot 8 - Page 2 Kimley)))Horn Trig Generation A trip generation summary was prepared using data and procedures available in the latest edition (loth) of the Institute of Transportation Engineer's (ITE) Trip Generation Handbook. Table 1 shows the summary of anticipated trip generation for Fountains West PUD Lot 8. Table 1: Trip Generation Summary (Lot 8) TripDaily Trip Generation Land Use LUC Size Units Rate' Total Ins Outs PHASE 1 - Mini -Warehouse 151 102.6 KSF 1.51 155 50% 78 5o% 77 0 PHASE 2 - Day Care Center 565 20 KSF 47.62 952 50% 476 so% 476 575 10 KSF 4.80 48 50% 24 5o,s 24 PHASE 2 - Fire & Rescue Station & Training2 Total Generated Trips 1,155 578 577 ITE Trip PM Peak Hour Trip Generation 3 Land Use LUC Size Units Rate Total to Outs C 2 Y PHASE 1 - Mini -Warehouse 151 102.6 KSF 0.17 17 47% $ 53% 9 d PHASE 2 - Day Care Center 565 20 KSF 11.12 222 53% 118 47% 104 a PHASE 2 - Fire & Rescue Station & Training z 575 10 KSF 0.48 5 29% 1 7& 4 (- Total Generated Trips 244 127 117 Notes: 'Based on average venime TIP rdLas diiu U111— -r...�- 2Rre Station training space assumed ancillary to the Fire Station. As shown in Table 1, the Daily and PM Peak hour trips anticipated from the proposed Lot 8 land use compares with the approved PUD trip allowances, as follows: • Phase 1 (Mini -Warehouse Only) o 155 Daily Trips Proposed (< 519 Daily Trip Allowed) o 17 PM Peak Hour Trips Proposed (< 38 PM Peak Hour Trips Allowed) Phase 2 (Cumulative Uses) o 1,155 Daily Trips Proposed (> 519 Daily Trip Allowed) o 244 PM Peak Hour Trips Proposed (> 38 PM Peak Hour Trips Allowed) 407 898 15" 1 Fountains West Lot 8 - Page 3 Kimley>Morn Conclusions The comparison of anticipated trips for the proposed Fountains West PUD rezoning versus the current approved trip allowance in the existing PUD shows the following: • The proposed rezoning of Lot 8 will result in more Daily and PM Peak Hour trips than allowed for in the existing PUD. • The anticipated Lot 8 Phase 1 development (102,600 square feet of Mini - Warehouse) will result in less Daily and PM Peak Hour trips than allowed for in the existing PUD. Recommendation Condition to rezoning of Lot 8 to allow for development of the Mini -Warehouse. Impacts from any development beyond the Mini -Warehouse should be assessed with a traffic impact study and mitigated for as appropriate. COPY OF ADVERTISEMENT Date Published and Media Name 14B The West Orange Times Thursday AarK 25.2019 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING LARGESCALE PRELIMINARY & FINAL SITE PLAN FOR PHASE 1 LOT 1 FOUNTAINS WEST COMMONS PUD FKA FOUNTAINS WEST LOT 8 "SUMMIT SELF STORAGE' CASE NUMBER: IS-2018-005 NOTICE IS HEREBY GIVEN, pursuant to Article IV Subsection 4-4.G.(1)(c)2" of the City of Ocoee Land Development Code, that on TUESDAY, MAY 7, 2019, AT 6:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/Final Site Plan for Phase 1 Lot 1 Fountains West Commons PUD FKA Fountains West Lot 8 "Summit Self Storage" The property identified is Parcel Number 06-22-28-2856- 08-000. The subject property is approximately 11.73 acres in size and is located at 255 Fountains West Blvd. The project will consist of two (2) Phases; Phase 1 is pro- posing a three-story 103,056 S.F. indoor self -storage facility, and infrastructure for a three (3) lot commercial development. Phase 2 will consist of a future Daycare and Public Use. Interested parties may appear at the public hearing and be heard with respect to the proposed actions. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except legal holidays. The Ocoee City Commis- sion may continue the public hearing to other dates and times, as it deems necessary. Any interested party shall be advised of the dates, times, and places of any continu- ation of these or continued public bearings shall be announced during the hearing and no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. April 25, 2019 19-01828W 5 E EI: PRELIMINARY/FINAL SITE PLAN FOR PHASE I OCOEE SELF CIT-Y COW 01COEF STORAGE -COMMERCIAL PARCEL #: 06-22-28-2856-08-000 CITY OF OCOEE, FLORIDA JAN UARY 16, 2019 s LEGAL DESCRIPTION PROJECT LOCATION o c> c of S LOT 8, FOUNTAINS WEST AS RECORDED IN PLAT BOOK 72, PAGES 111 TO 116, PUBLIC RECORDS OF _ ?_ P, _ O oa ORANGE COUNTY, FLORIDA. ALL BEARINGS SHOWN HEREON ARE BASED ON THE .J, E N C SOUTH LINE OF THE NORTHEAST 114 OF SECTION E 06-22-28 AS BEARING S86°38'31'W AS PER PLAT BOOK d a 72, PAGE 111, PUBLIC RECORDS OF ORANGE � COUNTY, FLORIDA. - " �Q L I S 2,nd @vr7,3: e 0 < _ a a a e, Rv..d- J, :Gnus, fa4 v- SECTION 06, TOWNSHIP 22S, RANGE 28E �S LOCATION MAP ;= N.T.S. d e PROJECT TEAM UTILITY PROVIDERS - DEVELOPER/APPLICANT ENGINEER WATER AND SANITARY RECLAIMED WATER TELEPHONE: 2 SUMMIT CONSTRUCTION GROUP KIMLEY-HORN AND ASSOCIATES, INC. ORANGE COUNTY UTILITIES CITY OF OCOEE CENTURYLINK = 421 SOUTH SUMMERLIN AVE. 189 S. ORANGE AVE., SUITE 1000 201 S ROSALIND AVE 1800 AD. MIMS ROAD 33 N. MAIN ST. ROOM 114 c ORLANDO, FL 32801 ORLANDO, FL 32801 ORLANDO, FL 32801 OCOEE, FL 34761 WINTER GARDEN, FL 34787 CONTACT: TODD A. LUCAS CONTACT: JAY R. JACKSON, P.E. CONTACT: DAVID SHORE TE CONTACT: UTILITIES DEPARTMENT CONTACT: LESLIE TY e PHONE: (267) 331-4882 PHONE: (407) 898-1511 PHONE: (407) 254-9764 PHONE: (407) 905-3159 PHONE: (407) 814-5293 � B EMAIL: todd.lucas SummIICMGmu @ p.mm EMAIL jay.jackson@kimley-hom.com CABLE/TELEPHONE: POWER: GAS: BRIGHT HOUSE NETWORKS, LLC DUKE ENERGY LAKE APOPKA NATURAL GAS DISTRICT SURVEYOR LANDSCAPE ARCHITECT: 3767ALLAMERICANBLVD. 452 E. CROWN POINTE ROAD 1320 WINTER GARDEN-VINELAND RD — $ ELLIS SURVEYS LLC KIMLEY-HORN AND ASSOCIATES, INC. ORLANDO, FL 32810 WINTER GARDEN, FL 33767 WINTER GARDEN, FL 34778 CONTACT: MARVIN USRY CONTACT: SHARON DEAR CONTACT: ALEX WOSGIEN P.O. BOX 160952 189 S. ORANGE AVE., SUITE 1000 PHONE: (407) 532-8509 PHONE: (407) 905-3321 PHONE: (407) 656-2734 eM 116 ALTAMONTE SPRINGS, FL 32716 ORLANDO, FL 32801 CONTACT: ROBERT ELLIS, PSM CONTACT: SCOTT MINGONET, PLA, AICP PHONE: (407) 834-4003 PHONE: (407) 898-1511 FAX: (407) 869-5454 EMAIL: smitmingonet@kimley-hom.mm - PREPARED BY Kimley))Horn E © 2019 KIMLEY—HORN AND ASSOCIATES, INC. v 189 S Orange Ave Suite, 1000 Orlando, FL 32801 Phane: (407) 898-1511 WWY.KIMLEY—HORN.COM CA O0000696 SHEETINDEX C0.0 COVER SHEET C0.1 AERIAL AND SOILS MAP C1.0-C1.1 GENERAL CONSTRUCTION NOTES C1.2 CONDITIONS OF APPROVAL C2.0 STORM WATER POLLUTION PREVENTION PLAN C2.1 -C2.2 EROSION CONTROL DETAILS C3.0 EXISTING CONDITIONS - DEMOLITION PLAN C4.0 OVERALL SITE PLAN C4.1 -C4.2 SITE PLAN C5.1 -05.2 PAVING, GRADING AND DRAINAGE PLAN C6.1 -C6.2 UTILITY PLAN C6.3 UTILITY ASSET TABLE & SECTIONS C7.0 GENERAL CONSTRUCTION DETAILS C7.1 STORM WATER POND DETAILS C8.0-C8.2 ORANGE COUNTY UTILITIES STANDARD DETAILS C8.3 CITY OF OCOEE STANDARD DETAILS L1.00-L1.03 LANDSCAPE PLAN L1.5O LANDSCAPE DETAILS L1.51 LANDSCAPE SPECIFICATIONS L2.O0 IRRIGATION PLAN L2.5O IRRIGATION DETAILS L2.51 IRRIGATION SPECIFICATIONS L-1 PHOTOMETRIC SITE PLAN L-2 PHOTOMETRIC DETAILS S-1 - S-2 SURVEY JAY R. JACKSON, P.E. FL. P.E. NO.54247 GENERAL 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE EXISTING UTILITY INFORMATION SHOWN IS BASED ON THE TOPOGRAPHIC SURVEY PROVIDED BY EWS SURVEYS LLC. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS AREA PRIOR TO CONSTRUCTION WORK. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY. 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL 'SUNSHINE" AT 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REQUIREMENTS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR REVIEW. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER, atc.) ARE TO BE INSTALLED WITHIN 5' OF THE POINT ON CONNECTION TO THE BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. S. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES. 9. SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. F. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN R-O-W UTILIZATION PERMIT (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A CLASS A GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS, THAT ARE ISSUED BY THE ENGINEER, WILL BE SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT. 11, THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. 13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY PATH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. 15, ALL DIMENSIONS ARE TO FACE OF CURB. 16. ALL SIGNAGE MUST COMPLY WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE AND CITY DETAILS. 17. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 18. FIRE LINE IS DESIGNED BY OTHERS AND IS SHOWN FOR COORDINATION PURPOSES ONLY. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 19. ALL CONCRETE SIDEWALKS SHALL BE CONSTRUCTED PER FOOT DESIGN INDEX (ED. 2018/2019) #310. 20. SITEWORK SHALL COMPLY WITH 2O17 FLORIDA BUI LDING CODE AND FLORIDA ACCESSIBILITY CODE. 21. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. STORM DRAINAGE SYSTEM 1. STANDARD INDEXES REFER TO THE 2018/2019 EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WITH THE EXCEPTION OF MITERED ENO AND FLARED END SECTIONS, WHICH ARE NOT INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE STRUCTURES. 5. CONSTRUCTION OF THE ENTIRE STORMWATER MANAGEMENT SYSTEM SHOWN ON THE PLANS MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR ANY LOT; INITIATION OF INTENDED USE OF THE INFRASTRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY. 6. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER JURISDICTION REGULATIONS (MANUFACTURER'S RECOMMENDATIONS SHALL BE UTIUTIZED IF MORE STRINGENT), 7. STORM WATER PIPES, STRUCTURES, MINIMUM COVER AND INSTALLATION PROCEDURES TO BE IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. 8. ALL DRAINAGE PIPES SHALL BE FILTER FABRIC WRAPPED PER FOOT STANDARD DESIGN INDEX (ED. 2018/2019) #280. DRAINAGE SYSTEM TESTING AND INSPECTION 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL, CONTRACTOR TO NOTIFY THE ENGINEER 2 FULL BUSINESS DAYS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS AT THE CONTRACTORS EXPENSE AND PRIOR TO FINAL ACCEPTANCE. PAVING, GRADING AND DRAINAGE 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD OR THE OWNERS ENGINEERS. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS AND PER THE GEOTECHNICAL REPORT. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED, CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE 2018/2019 EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL 9. CONTRACTOR TO PROVIDE A 1/2" TO i" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED) 10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX (ED. 2018/2019) /17346. 11. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. 1E THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN EXISTING PRIOR TO START OF CONSTRUCTION. 13. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. 14. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR AT CONTRACTORS EXPENSE, 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRADED TO DRAIN AWAY FROM THE BUILDINGS. 16. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL. STATE AND JURISDICTIONAL PERMITTING AGENCIES. 17. CONTRACTOR IS TO ADJUST ANY UTUTY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN -OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. PAVING/GRADING TESTING AND INSPECTION 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN -PLACE MATERIALS AS REQUIRED BY THESE PLANS AND GEOTECHNICAL REPORT, THE VARIOUS AGENCIES AND PERMIT CONDITIONS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THESE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. POTABLE WATER SYSTEM 1. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #4 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 2, ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 3. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS, 4. ALL DUCTILE IRON PIPE, 4" TO 24", SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED. 5. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF EQ RUIRED ). SHALL BE BUILT ACCORDING TO ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 6. CONTRACTOR T R 70 INSTALL TEMPORARY B O O S L W FF , AT THE ENO(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. 7. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651 AND ORANGE COUNTY UTILITIES DEPARTMENT SPECIFICATIONS. 8. ALL PVC WATER MAIN, 4" TO 8" DIAMETER PIPING, SHALL CONFORM TO ASTM D2241 AND ASTM 1784. PIPE SHALL BE AWWA C-900 OR-18. JOINTS SHALL BE RUBBER GASKETED PUSH -ON CONFORMING TO ASTM D1869. 9. POTABLE WATER MAINS WILL BE PVC SDR 21 (200 PSI) FOR PIPES LESS THEN 4". SCHEDULE 40 AND SCHEDULE 80 PIPING MATERIAL ARE ALSO ACCEPTABLE FOR PIPES SIZES LESS THAN 4". THE ABOVE TYPE INSTALLATIONS MUST BEAR THE "NFS" STAMP FOR COMPATIBILITY WITH POTABLE WATER USE. 10. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES AND ELBOWS. 11. ALL POTABLE WATER WORK SHALL CONFORM WITH APPLICABLE ORANGE COUNTY UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. POTABLE WATER TESTING AND INSPECTION 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH ORANGE COUNTY UTILITIES DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE OWNER'S ENGINEER FOR CERTIFICATION PURPOSES. 3. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WITNESSED BY ORANGE COUNTY UTILITIES DEPARTMENT INSPECTOR. REUSE WATER SYSTEM 1. ALL REUSE WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. 2. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS, 3. ALL REUSE WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE BUILT ACCORDING TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. 4. ALL REUSE WATER WORK SHALL CONFORM WTH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. REUSE WATER TESTING AND INSPECTION 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS IN ADVANCE OF PERFORMING TESTS. 2. ALL REUSE WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. SANITARY SYSTEM 1. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION NO, 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6" DIAMETER. 2. ALL GRAVITY SEWERS MUST BE SOR 35 PVC, EXCEPT FOR PIPE DEEPER THAN 14 FEET, IN WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3034 & ASTM F679. JOINTS SHALL COMPLY WITH ASTM D3212. 3. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES 4" ® 2.0074 6" 0 1.00% ; AND 8" 0 0.407. 4. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE ORANGE COUNTY UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. 5. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATIONS) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 6. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. 7. EXISTING MANHOLES SHALL BE COATED OR LINED AND NEW MANHOLES SHALL BE LINED TO RESIST CORROSION FROM A SANITARY SEWER ENVIRONMENT. COATINGS OR LINERS SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE COATING OR LINER MANUFACTURERS RECOMMENDATIONS. SANITARY TESTING AND INSPECTION 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TVINSPECTION TAPE TO THE ENGINEER, THE OWNER AND ORANGE COUNTY UTILITIES. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EFILTRATON TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH ORANGE COUNTY UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE ORANGE COUNTY UTILITIES DEPARTMENT FOR APPROVAL THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: A. THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B. EXFILTRATON OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET C. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION TESTS FOR ALL FLEXIBLE PIPE. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THESOI -PIPE SY STEM. TESTING REQUIREMENTS SPECIFY: A. NO PIPE SHALL EXCEED A DEFLECTION OF 5X. B. USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED, C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES, 5. CONTRACTOR TO INSPECT & TEST MANHOLE FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. AWa mb SUU Hull ba-dry, beN. Wu digm (� h- u��ndetgjj''-d Md., heated and..d d. C�J�LILI LIL1n�®�;p(Dom 3 � U 0 m O wo o N o � m J 0- W LL] I- �WV O z O U J E Q O U LL J cLJJ C U)Lij UJO Q W U d OW U. (� Q w U 0 0 U U SHEET NUMBER C1.0 } m 0 DEMOLITION EARTHWORK / DEMUCKING PROCEDURES 0 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. a E 2 EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. 1. A GEOTECHNICAL ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR PURPOSES OF STORM WATER DESIGN, OF WHICH COPIES ARE AVAILABLE THROUGH THE OWNER OR THEIR SOIL TESTING COMPANY. A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY s 3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, THE CONTRACTOR TO PROVIDE ON -SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND TESTING OF THE COMPACTED FILL SO THAT PROPER DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE PROVIDED. AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED V OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 2. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF = 4. CONTRACTOR SHALL PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON PLAN OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS IN A LEGAL MANNER. z 'EXISTING TO REMAIN'. 3. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL p - 5. CONTRACTOR SHALL RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT YALL ALSO BE THE RESPONSIBIUTY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO FINAL > w JURISDICTION. INSTALLATION OF IMPROVEMENTS 6. CONTRACTOR SHALL REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AN DISPOSE OF 4. ANY UNSUITABLE ORGANIC SOIL SHALL BE EXCAVATED TO A MINIMUM MARGIN OF 6 FEET BEYOND ITS PERIPHERY EXCAVATED TO _ OFF -SITE IN A LEGAL MANNER. EXPOSE THE UNDERLYING NON -ORGANIC FINE SAND. 7 SHALL DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES 'TO BE 5. IF DETERMINED NECESSARY, DEWATERING DURING EXCAVATING/BACKFILUNG OPERATIONS MAY BE ACCOMPLISHED BY DITCHING AND o ° REMOVED". THE THE USE OF SUMP PUMPS AND/OR OTHER METHODS (WELT_ POINTS), AS NECESSARY. CONTRACTOR TO OBTAIN ALL REQUIRED 3 o PERMITS FOR DEWATERING ACTIVITIES THAT MAY BE REQUIRED. Z 8. CONTRACTOR SHALL PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACLITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 6. UPON APPROVAL OF THE GEOTECHNICAL ENGINEER, THE EXCAVATED AREAS MAY BE BACKFlLLED WITH CLEAN FINE SAND FREE OF UNSUITABLE OR DELETERIOUS MATERIAL HOWEVER, THE FILL SHOULD NOT BE PLACED IN MORE THAN 6 INCHES OF STANDING WATER. ONCE THE FILL 15 AT LEAST 2 FEET ABOVE THE DEWATERED LEVEL. BACKFILLING MAY PROCEED AS DIRECTED BY THE GEOTECHNICAL o E ENGINEER. 7. CONTRACTOR TO FOLLOW THE GUIDANCE OF THE REFERENCED GEOTECHNICAL ENGINEERING INVESTIGATION REPORT OR INDICATE o DEWATERING.NOTES S r E WHETHER ON -SITE GEOTEGHNICAL ENGINEER SHALL DETERMINE DEPTH OF DEMUCKING AND/OR REMOVAL OF UNSUITABLE FILL. '3IV ° a o 1. DURING THE EXCAVATION OF THE STORMWATER ° FACILITIES, AND IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE PAVEMENT MARKING AND SIGNAGE ry o POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE CELL IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A BERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD mom o o, IN THE SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE. AFTER THE WATER IN THE SEDIMENT BA51N IS CLEAN, THE WATER MAY BE RELEASED INTO THE ON -SITE POND PROVIDED THERE IS NO 1. THE INSTALLATION, SHAPE, AND SIZE Of ALL SIGNS AND THEIR LETTERING SHALL COMPLY WITH THE LATEST EDITIONS OF < o a rn ADVERSE IMPACT TO THE EXISTING WATER QUALITY. THE U.S. DEPARTMENT OF TRANSPORTATION 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ED. 2009' (MUTCD), AND 'STANDARD < j THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ED. 2018/2019', AND THE F.D.O.T. 'DESIGN - o _ 2. UNDER NO CIRCUMSTANCES WILL THE DISCHARGE FROM THE ON -SITE DEWATERING BE DIRECTLY DISCHARGED OFFSITE. STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS ON THE STATE HIGHWAY N v 3. DURING THE EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY LAYER. IF THE CONTRACTOR SYSTEM, ED. 2013'. WHERE CONFLICTS EXIST BETWEEN THE PLANS AND THE ABOVE MENTIONED SPECIFICATIONS, THE MORE STRINGENT CRITERIA SHALL PREVAIL w " a ENCOUNTERS THE CLAY LAYER, HE/SHE IS TO PLACE A MINIMUM OF 2 FEET OF SANDY MATERIAL OVER THE CLAY AND } a a TERMINATE THE DEPTH OF THE EXCAVATION. 2 STOP BARS AND STOP SIGNS ARE TO BE PROVIDED AT ALL INTERNAL, ONSITE INTERSECTIONS, WITH THE EXCEPTION OF i SIGNALIZED INTERSECTIONS (UNLESS OTHERWISE NOTED). s ' 4. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND, WHICH CAUSE THE WATER TO BECOME TURBID, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH CHEMICAL ADDITIVE = < 3 '¢ SUCH AS ALLUM IN ORDER TO PROMOTE THE COAGULATION OF THE PARTICLES WHICH ALLOW THE TO SETTLE AND THE WATER TO BECOME LESS TURBID. IF TURBID WATER ENCOUNTERED 3. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE F.D.O.T. STANDARD INDEX (ED. 2018/2019) #17346. N o 3 mmum DURING EXCAVATION OF THE PONDS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE THE - E COURSE OF ACTION THAT 15 APPROPRIATE TO ELIMINATE THE TURBITY AND ALLOW DISCHARGE THAT MEET WATER QUALITY 3 STANDARDS. AS BUILT E S. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE t AVAILABLE AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER WITHIN THE ,y a, SEDIMENT BASIN BEING NON -TURBID AND ACCEPTABLE FOR DISCHARGE OFF -SITE. P g 1. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE o w rl m 'AS -BUILT' INFORMATION, CERTFiED BY A REGISTERED LAND SURVEYOR. THIS 'AS BUILT' INFORMATION SHALL INCLUDE _ ° INVERT ELEVATIONS, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS w z TREES AND VEGETATION E AND ELEVATIONS FOR PROPOSED CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY a Y (C.0.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND ACCEPTED BY THE OWNER'S 'AS N E ENGINEER. -BUILT' SHALL BE PER ORANGE COUNTY UTILITIES SPECIFICATIONS OR THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL SECTION 3.0, WHICH EVER APPLIES. 8 z 1. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. NO TREES SHALL 2. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE k' BE REMOVED OR DAMAGED WITHOUT OWNER'S APPROVAL. TREES IN CLOSE PROXIMITY TO CONSTRUCTION SHALL BE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: PROTECTED BY ORANGE FENCING. A. ONE (1) HARD COPY 3 a - 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS AND RETENTION AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED B. ONE (1) PDF COPY C. ONCOPY DRAWN IN STATE PLANE COORDINATES. �- m w o Q' o p s - TO THEIR ORIGINAL CONDITION. ¢ Q\ m rl p Y O — Z O , = Q U co Lu LI J I- _ Z 0 LLI(nZ U Z = O - U E Q p J � Q o - U uj W (n 75 _ QuJO a0w OCD W W /Q� 0 Alwrys ail al— Ng business drys be ,Wu dig m LL U U O nave undergmundW Mal—d,nd-rlmd. o §.am)[Do E U SHEET NUMBER - C1.1 CONDITIONS OF APPROVAL 1. THE AT UCANT REQUESTS THE CITY OF OCOEE TO REZONE 43.03 ACRES TO POD, PLANNED UNIT DEVELOPMENT. ME REZONING HALL BE SUBJECT TO APPROVAL OF A SMALL SCALE COMPREHENSIVE PLAN AND DMENT AND A DEVELOPMENT AGREEMENT. 2. ME CITY OF BODES IS SUBJECT TO ME TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON ME ISSUANCE OF BUILDING PF,RMUS UNDER CERTAIN ONE ME CITY HAS NO LAIYFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY. OR ITSELF, FROM ME APPUCATION OF SUCH STATE LEGSLATON AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN EXEMPT ON. 3. TO THE EXTENT ME LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CQ14FUCT 'MIT THE CITY OF OCOEE LAND DEVELOPMENT CODE. ME PROVISIONS OF ME LAND USE PLAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL 4. EACH FIRE HYDRANT SHALL BE OSHA 'YEMOWI IN COLOR AND A BLUE REFLECTIVE MARI(ER SHALL Be AFFIXED TO THE STREET IN ME CENTER OF ME LANE CLOSEST TO EACH HYDRANT. 6. STREETLIGHTS WALL BE INSTALLED PRIOR TO A CERTIFICATE OF COIPLETION BEING ISSUED, AND ME COST OF OPERATIONS WILL 8E ASSUMED IN ACCORDANCE WITH ME PROVISIONS OF ME CITY OF OCOEE LAND DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLETION. 6. THE REUSE SYSTEM WILL BE INSTALLED AT ME TIME SUBDIVISION INFRASTRUCTURE IS CONSTRUCTED. 1. ALL ON -SITE UTIUTES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED UNDERGROUND. B. ANY DAMAGE CAUSED TO ANY PUBLIC ROADS AS A RESULT OF ME CONSMUC70N ACTMTES RELATED TO ME PROJECT OR ANY PORTION THEREOF SHALL BE PROPPTY REPAIRED TO THE APPLICABLE COVERNMENT STANDARDS AT ME SOLE COST AND EXPENSE OF ME OWNER OF ME PORTION OF ME PROJECT BEING DEVELOPED IN CONNECTION WITH SUCH CONSTRUCTION ACTITES. 9. THE DEVELOPER 15 TO PROTECT AND PREVENT ANY DISTURBANCE. SILTATION, OR OTHER CONSMUCTON W TIN THE CQNSERVATION AREAS INSIDE ME 1OD-YEAR FLOOD ELEVATION. THOSE AREAS APE TO BE FENCED OFF URING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBLE DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. TO. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UPUTY FAGUTES) AND PROGRESS ENERGY BASEMENTS WILL BE REMOVED AND(OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF ME CEYELOPMENT REPLACING THOSE USES. 11. ME DEVELOPMENT OF MIS PROJECT WILL INCORPORATE ME STORMWATER NEEDS OF ALL PUBUC ROADS WITHIN ME PROJECT. 12. ALL DRAINAGE UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR ME BENEFIT OF ME PROPERTY OWNERS ASSOCIATION OR OTHER DESIGNATE p MAINTENANCE ENDRES. ME DRAINAGE AND UTILITY EASEMENTS SHALL BE DEDICATED TO ME PERPETUAL USE OF ME PUBUC AT ME TIME OF PLATING. 13. AN EMERGENCY ACCESS EASEMENT TO ME RETENTION PONDS AND OMER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO ME CITY FOR EMERGENCY MAINTENANCE PURPOSES AT ME TIME BE PLATING, ME EMERGENCY ACCESS EASEMENT YALL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LABILITY UPON ME CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN ME DRAINAGE SYSTEM ON ME PROPERTY. 14. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR BE ME CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, ARE, AND OTHER EMERGENCY SERVICES 15. TO THE EXTENT ANY LIFT STATORS ARE REQUIRED ON ME PROPERTY THEY WELL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 6 AT ME THE OF PLAITING. LET STATIONS SHALL BE FENCED WITH BLACK, MNYL CHAIN-UNK FENCE, YAM POSTS ANO RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS MAN 25' FROM ANY STREET. SUCH LET STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LGUSTRLM. 16. ALL ACCESS RIGHTS TO ALL PUBLIC ROADS, EXCEPT AT APPROVED LOCATIONS SHOWN ON THE PVT, SHALL BE DEDICATED TO ME CITY OF OCOEE AT THE TIME OF PWTNNG. 17. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT UMITED TO THE PROPERTY ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION, BYLAWS, AND OECIARATON OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO ME CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT ME TIME OF PLATING ALL OR A PORTION OF ME PROPERTY. 16. INTENTIONALLY DELETED 19. INTENTIONALLY DELETED 2D. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS BE BUFFER WALLS OR ROAD RIGHT-OF-WAY ONES WILL Be PRESERVED IF AT ALL POSSIBLE ME BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE META INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 21. ME EM TNG GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, MERE WILL BE NO GRADING OR OTHER CONSTRUCTION M INDIVIDUAL LOTS. EXCEPT AS SPECIFIED IN ME FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 22. ALL UTUTES TO BE PLACED WITHIN ME 10" EASEMENT ALONG ME FRONT OF EACH LOT YALL BE PLACED AROUND EMEI NG PROTECTED TREES TO BE PRESERVED. 23. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS VA LL BE FLAGGED FOR RENEW BY ME CITY AND THE ENGINEER PRIOR TO ANY ME REMOVAL NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTON UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED AIM THEE PROMC7014 B RRIERS. EU 24. RQMAL OF EXISTING TREES WILL Be UMITED TO CLEARING ROAD RIGNT-OF-WAY AND RETENTION AREAS AS DETAILED IN THESE PLANS. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 25. ME DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN GREEN TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, ME SIDEWALKS WILL 6E EXTENDED TO ME CURB AND ME APPROPRIATE RAMPS PALL THEN BE CONSTRUCTED. 26. ME DEVELOPER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OM ER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY DISTURBANCE. ELTATON, OR OTHER CONSMUCTION BELOW THE NATURAL WETLAND LINES. FURTHER, THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE WETLANDS, IN ORDER TD MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSMUCTON, 27. WETLAND AND EXISTING SURFACE WATER IMPACT FOR MIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ('SJRVAMD') AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ('FOM-). GENERAL OR INDIVIDUAL PERMITS ARE REWIRED M014 THESE AGENCIES PRIOR TO COMMENCEMENT OF GONSTRUCTON. 28, IN ME EVENT ME MASTER STORMWATER RETETMON PONDS ARE CONVEYED TO A PROPERTY OWNER'S ASSOCIATON (ME "A550GATION') MEN ME DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF ME PROJECTS MASTER STORMWATER MANAGEMENT SYSTEM (`SWMS'), INCLUDING ALL MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) ME EMS FOR ME PROJECT 15 CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COF,IPMTON ISSUED BY BOTH ME CITY AND ME SJRWMD, (R) ME MASTER STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO ME ASSOGATON HAVE IN FACT BEEN CONVEYED TO ME ASSOCIATION, (111) ME ASSOCIATION IS DESIGNATED AS ME MAINTENANCE ENTITY ON THE RECORDS OF THE SJ MAD AND ALL TRANSFER RECORDS REQUIRED BY SJRW»MO HAVE BEEN EXECUTED AND ACCEPTED BY SAMIOD. (IV) ME CITY HAS BEEN PROVIDED WITH A COPY OF ME DEVELOPER'S PROPOSED MAINTENANCE PLAN 'VIM RESPECT TO THE SWNS, AND (V) THE MY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM ME ASSOGATOIT ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO ME SWIMS AND THAT ME ASSOCIATION IS RESPONSIBLE FOR ME MAINTENANCE OF ME SWWAS. 29. ME DEVELOPER WILL PROVIDE A DRAFT MASTER EASEMENT AGREEMENT TO THE CITY MTH THE PRELIMINARY SUBDIVISION PLAN FOR THE PROPERTY. THE CITY YAM REVEW THE MASTER EASEMENT AGREEMENT IN CONNECTION WITH ITS REVIEW OF THE PRELIMINARY SUBDIVISION PLAN. 30. THERE SHALL BE NO ACCESS FROM ME PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON ME PLAN. 31. AT THE TIME BE SUBNIMAL OF ME FIRST PRELIMINARY SUBDIVISION PLAN OR SITE PLAN REVIEW FOR ME PROPERTY, ME DEVELOPER WILL MAP THE JURISDICTIONAL WETLAND ONE ON ME SITE AND ESTABLISH A 25' UPLAND BUFFER FROM THAT ONE. DEPENDING ON ME RESULTS, ME CITY MAY ALSO REQUIRE A CONSERVATION AND DRAINAGE EASEMENT OVER ANY WETLANDS OR ADJOINING CONSERVATION AREA. ME USABLE AREA OF THE SITE WILL BE REDUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA WALL BE REDUCED PROPORTIONATELY, PRIOR TO M AT ME TIME OF DEVELOPMENT OF ANY PORTION OF THE PROPERTY, IF A CONSERVATON AND DRAINAGE BASEMENT IS REQUIRED, ME DEVELOPER SHALL CONVEY TO THE CITY ME CONSERVATION AND DRAINAGE EASD.FENT, ME FORM OF WHICH SHALL BE APPROVED BY ME CITY PRIOR TO ME CONVFlANCE. 32. ALL COMMERCIAL LOTS PILL BE A MINIMUM OF 1 ACRE IN SIZE 3S ALL COMMERCIAL LOT USES SHALL CONFOWA TO ME MASTER ARCHITECTURAL, SIGNAGE, UGHTNG AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE PROVIDED WITH ME FIRST PRELMWARY(FINAL SUBOIMSION A AN AMP SHE PLAN REVIEW FOR ME PROPERTY AND WHICH WILL BE SUBJECT TO APPROVAL OF ME CITY, 34. NOTWITHSTANDING THE CONVEYANCE OF ANY MACT TO ME CITY, UNTIL SUCH TIME AS ME IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCED. ME DEVELOPER SHALL BE RESPONSIBLE FOR ME MAINTENANCE OF ME TRACT. 35. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRACES ON INUMOUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE 36. NOTHING HERON SHALL BE CONSTRUED TO WAIVE ANY PROMBQN OF TIE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORM ON A WAIVER TABLE OR EXPUCHLY SET OUT IN ME PLAN. 37. NO PARKING IS ALLOWED ADJACENT TO GLOBE APOPKA ROAD. 38. ME ROAD IMPACT FEE CREDITS WILL BE PROVIDED BY ME CITY UPON ME PLATING OF ME PROPERTY WTH EITHER (i) ME POSTNG OF A SURETY EDR 11,WROVEMENTS IN ACCORDANCE WITH ME REQUIREMENTS OF ME LAND DEVELOPMENT CODE OR (il) ME ISSUANCE BY ME CITY OF A CERTIFICATE OF COMPLETION FOR SUCH IMPROVEMENTS. ME DEVELOPER WILL PROMUE THE CITY WIN DOCUMENTATION ACCEPTABLE TO ME CITY WITH RESPECT TO THE COST OF CONSTRUCTION AND ME VALUE OF ANY LAND FOR WHICH ROAD IMPACT FEE CREDITS ARE TO BE PROYATED. 39. ROAD A SHALL BE DEDICATED TO ME CITY OF COME AT THE TIME OF PLATTING. ME DEVELOPER SHALL CONSTRUCT IMPROVEMENTS WITHIN ROAD A PURSUANT TO ME APPROVED PREOMINARY AND FINAL SUBDMSION PLAN(S) FOR THIS PROJECT. THE CITY SHALL PROVIDE ROAD IMPACT FEE CREDITS FOR ME VALUE OF HALF (50R) OF ME RIGHT OF WAY WITHIN ROAD A AND HALF (509) OF ME ACTUAL COST OF CONEMUCTON OF ME IMPROVEMENTS, PROMOED, HO4,EVER, THAT ME AMOUNT OF ROAD IMPACT FEE CREDITS SHALL NOT EXCEED A TOTAL OF $250,000. 40. THE DEVELOPER WILL COMPLY WITH ALL REQUIREMENT OF ME WEST ROAD REAUGNMENi AGREEMENT APPUCABLE TO ME DEVELOPER. ANY MATERIAL BREACH OF THE WEST ROAD REALIGNMENT AGREEMENT BY ME DEVELOPER M11CIi REMAINS UNRESOLVED FOLLOWING ME CURE AND REMEDY PROVISIONS OF SECTION 24 AND 25 OF ME AGREEMENT SHALL BE CONSIDERED A BREACH OF ME POD REQUIREMENTS, 41. THE DEVELOPER SHALL MEET ALL STORMWATER RETENTION REQUIREMENTS FOR ROAD A WITHIN THE PROJECT AT NO COST TO ME CITY OF OCOEE. ME DEVELOPER SHALL BE RESPONSIBLE FOR ME MAINTENANCE OF ME STORMWATER RETENTION SYSTEM SERVING ROAD A, 42. ME DEVELOPER SHALL GRANT A DRAINAGE EASEMENTS ACROSS ME DRAINAGE PONDS IN FAVOR ME CITY. 43. THE CEVELOPER SHALL GRANT A TEMPORARY DRAINAGE EASEMENT ACROSS TRACTS C-2 MID C-3 IN FAVOR OF ORANGE COUNTY FOR ME TEMPORARY REAUCNMENT OF WEST ROAD. 4A EACH PHASE OF ME PROJECT WILL STAND ON ITS OWN YAM RESPECT TO PUBUC SERMCES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERMCES. 45. THE FOLLOWING CONDITIONS OF APPROVAL ARE APPLICABLE TO ME ADJACENT LUNG LOCATED TO ME WEST OF ME PROPERTY, DEPICTED AS 'TRACT 1' M ME PUT LAND UP. PLAN: A) AT ME TIME OF PLATTNG OF LOT 8, TRACT 1 SHALL BE PLATTED AS A SINGLE LOT, WHICH MAY BE ILA R REPLOTTED IN CONNECTION VATH ME DEVELOPMENT THEREOF. 8) ON LOT e, THE 2,ND SEAT AUDITORIUM IS THE MAXIMUM PERMITTED SUBJECT TO A PRELIMINARY 1 FINAL SITE PLAN APPROVAL CONSISTENT WITH ME CITYS LDC STANDARDS. 46. THE UNDERLYING LAND USE (EIGHT INDUSTRIAL) AND ZONING (1-1) FOR THE REMAINDER OF W.O.R.Y PARCEL WILL REMAIN INTACT AND SUBJECT TO A PREUMINARY SUBOIMEON PUN CONSISTENT WITH THIS PUD AND WITH ME ADOPTED LAND DEVELOPMENT CODE, 47. TRACT 1 CANNOT BE DEVELOPED UNLESS THE ACCESS ROAD AND UTILITIES ARE PROVIDED PER APPROVED PUP LAND USE PUN. 48. LOTS 1 THROUGH 5 MUST UTUZE C0MMON ARCHITECTURAL ELEMENTS MOM LOT 6 BUILDING ELEVATIONS. 49. LU1 6 SHOPPING CENTER SHALL PROVIDE CONTINUOUS COVERED PEDESTRIAN ARCADES UTILIZING AWNINGS OR CANOPIES AT LEAST B' IN WIDTH FOR ME LENGTH OF ME MAIN ENTRANCE FACADE. 50. NO SHOPPING CART CORRALS SHALL Be PERMITTED ADJOINING A BUILDING OR WITHIN PARKING AREAS UNLESS SCREENED WITH LANDSCAPING OR OTHER ACCEPTABLE BUFFER. 51. Dm]CATION OF TRACT G TO ME CITY OF OCOEE IS PART OF ME WETLAND MITIGATION FOR ME ROD PUN FOR LOT IL 52. LOT 3 AND "T WETLAND MIIGATION IS BEING HANDLED ON SITE BY DEDICATION OF TRACT G AS PUBLIC MAIL AND CONSTRUCTION OF A WATER FEATURE IN TRACT F. 53. ME MAXIMUM IMPERVIOUS AREA WITHIN THE ENTIRE PROJECT SHALL BE 70% OF ME CROSS LAND AREA EXCLUDING LAKES AND JURISDICTIONAL WETLAND AREAS AND OPEN SPACE SHALL CORRESPONDINGLY BE AT LEAST 309 OF .0. LAND ME. 54. OPEN SPACE AREAS FOR INOIMOUAL PARCELS VAMIN PLANNED PROJECT CONTAINING A MASTER STOP WATER SYOM MAY BE REDUCED TO 20% IF ALL OTHER BUFFER AND LANDSCAPE REQUIRCMONTS ARE MET MD A MARMU14 OF %OR IMPERVIOUS AREA IS MAINTAINED 1WTHIN THE ENTIRE PROJECT. 55. ME OWNER OF TRACT I SHALL BE RESPONSIBLE FOR ALL WETLANDS MITIGATION FOR ME WETLANDS LOCATED WITHIN TRACT 1, INCLUDING BUT NOT LIMITED TO WETLAND MIRGATION FOR ME PROPOSED ROADWAY EXTENSION AS SHOWN ON ME LAND USE PLAN. 56. LOT 5 IS NOT PART OF ME MASTER STORMWATER MANAGEMENT SYETO3 FOR LOTS I TO ], INCLUSIVE. LOT 8 WILL BE REQUIRED TO OBTAIN APPROVAL OF A PREUMINARY AND FINAL SITE PLAN WHICH WILL ADDRESS STORMWATER MANAGEMENT FOR LOT 8 IN ACCORDANCE WITH ME REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL AUTHORITIES HAVING .ERISDIGTON. ST. GAS STATIONS, SERVICE STATONS AND COMMERCIAL CONVENIENCE STORES SHALL UTUZE EITHER GABLE OR HIP ROOF STRUCTURES. ME CANOPIES FOR GAS PUMPS SHALL BE ATTACHED TO THE MAIN BUILDING AND INTEGRATED INTO THE ARCHITECTURAL RUDE DESIGN. 58. LOTS 4, 5, 6 AND 8 WILL HAVE ONE MASTER WATER METER. THE OWNER OF LOT 6 WILL BE RESPONSIBLE FOR ME MASTER METER AND WILL RECEIVE ME WATER BILL FOR THE LOTS 4, S. 6 ANO a BASED ON ME MASTER METER. ME OWNER OF LOT- WALL BILL ME OWNER OF LOTS 4, 5 AND 8 BASED ON PRIVATE METERS WHICH WALL BE INSTALLED FOR EACH OTHER LOT, ME MASTER EASEMENT AGREEMENT WILL REFLECT THIS REQUIREMENT. 59. ANY VACATED PORTION OF THE WEST ROAD RIGHT OF WAY WHICH BECOMES PART OF THE PROPERTY WALL BE INCLUDED AS PART OF LOT Z. 60, ME SHARED USE OF A RIGHT-IN/AGHT-OUT ACCESS DRIVEWAY TO OCOEE-APOPKA ROAD WILL BE PROVIDED TO ME OWNER OF THE PROPERTY LOCATED BOOM OF ME PROJECT AND ADJACENT TO OCOEE-APOPKA ROAD AS SHOWN ON THE PLAN. ME OMER YALL PROVIDE AN EASEMENT OVER THE DRIVEWAY IF REOUESTED TO 00 SO BY ME CITY. 61. A SEPARATE PREUMINARY SUBDIVISION PLAN AND ANAL SUBDIVISION PLAN WILL BE REQUIRED IN CONNECTION WITH ME DEVELOPMENT OF TRACT 1. NO DEVELOPMENT RIGHTS ARE GRANTED WIT RESPECT TO TRACT 1 BY VIRTUE OF ANY APPROVAL OF THIS PLAN. 62. AT THE TIME OF PLATTING OF ANY PORTION OF ME PROPERTY, ME OWNER WILL GRANT IN FAVOR OF THE CITY AN ACCESS AND DRAINAGE EASEMENT OVER THE PORTION OF ME ROADWAY LOCATED WITHIN LOT 6 ADJACENT TO ROAD A. 63. AT ME MAE OF DEVELOPMENT OF TRACT 1. ME OWNER OF TRACT 1 WALL GRANT IN FAVOR OF THE CITY AN ACCESS AND DRAINAGE EAGMENT OVER AND ACROSS TRACT 1 AS DEPICTED ON ME PLAN. 64, AT ME TIME OF DEVELOPMENT OF TRACT 1, ROAD A WILL BE EXTENDED THROUGH TRACT 1 AS GENERALLY DEPICTED ON THE PLAN. ME ACTUAL ALIGNMENT WALL BE DETERMINED AT ME TIME A PRELIMINARY SUBDIVISION PLAN IS SUBMITTED FOR TRACT 1, BE. ME FINISH FLOOR ELEVATION WALL BE A MINIMUM OF 2 FEET ABOVE ME 100 YEAR 24 HOUR FLOOD ELEVATION 60. WITHIN THIRTY (30) DAYS OF RECEIPT OF A WRITTEN REQUEST BY ME CITY, BUT IN NO EVENT LATER THAN ME PLATTING OF ANY PORTION OF THE PROPERTY. ME OWNER SHALL DEDICATE AND CONVEY TO ME CITY TRACTS A, A% A2. 0, AND G. AS SHOWN HEIREM. AT LEAST TWENTY (20) DAYS PRIOR TO ME CONVEYANCE, ME DEVELOPER SHALL M MOE ME CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH BEING CERTIHED TO ME CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF ME CITY. ME PROPERTY SHALL BE DEDICATED AND COMVETE BY ME OWNER TO THE CITY BY SPECIAL WARRANTY DEED FREE AND CLEAR OF ALL UENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO F F M S WARRANTY AIL BE SUBJECT TO THE APPROVAL OF THE THE CITY. ME ORM 0 E PEGAL Y W DEED SHALL S E CITY. RT OWNERVI SHALL CON TEMP Oft CURRENT YAM ME DEDICATIONIOO AND CONVEYANCE OF ME PROPERTY, PROVIDE TO ME CITY A CURRENT ATTORNEYS OPINION M TITLE OR A CURRENT TITLE THE PRICE TO BE ES AND BY A POOCY OF TITLE INSURANCE, CEEXCE THAT FEE SIMPLE TEE i0 ME PROPERTY I5 FREE AND CLEAR OF ALL VE AND ENCUMBRANCES EXCEPT FOR MOSS MATTERS ACCEPTABLE TO ME CITY. THE COSTS AND EXPENSES RELATED TO ME CONVEYANCE AND DEDICATION OF MEP TY TAX INCLUDING THERO COST H RILE WORK.GRATED SHALL BE BORNE SOLELY BY MECIYOWNER- REAL PROPERTY TAXES ON ME PROPERTY SHALL RE PRORATED AS OF ME DAM BEFORE ME ACCEPTANCE OF E CONVEYANCE OF ME SAME, AND ME PRORATED AMOUNT OF SUCH REAL REAL PROPERTY TAXES ATTRIBUTABLE E THE OWNER SHALL BE PAID ES; ESCROWED HOWEVER, ME ,THAT IF H ACCORDANCE CWITHON PROVISIONS OF SBETWE NOV M ER FLORIDA STAKES PRO`, THEN HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBS T AND DENTIRER YEAR. THEN ER OWNER SHALL BE RESPONSIBLE FOR REAL PROPERTY TAPES FOR THE ENTIRE YEAR. NEITHER THE OWNER. ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL AC ENTITLED TO ANY ROAR IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, CN ACCOUNT OF, OR 1MM RESPECT TO ME REWIRED CONVEYANCE OF ME PROPERTY. 67. A MASTER EASEMENT AGREEMENT ACCEPTABLE TO ME CITY WALL BE RECORDED IN CONNECTOR WITH THE PLATTING OF ME PROPERTY. THE DEVELOPER WILL PROVIDE A DRAFT FORM BE MASTER EASEMENT AGREEMENT TO ME CITY WITH ITS FIRST SUBMITTAL OF A PROPOSED PLAT FOR ME PROPERTY OR ANY PORTON THEREOF, ME MASTER AGREEMENT WILL BE SUBJECT TO ME REVIEW AND APPROVAL OF ME CITY. 68. ME DEVELOPER WILL DESIGN, ENGINEER. PERMIT AND CONSTRUCT A 12' REUSE UNE EXTENSION FROM THE NORTHERN BOUNDARY OF ME PROPERTY TO ME WINTER GARDEN REUSE SITE WHICH M LOCATED APPROXIMATELY 500 FEET NORM OF ME PROPERTY (ME 'OFF -SITE REUSE UIJE EXTENSION-). SUBJECT TO ME TERMS AND COND17ONS HEREINAFTER SET FORM, ME CITY WILL REIMBURSE THE DEVELOPER FOR ITS OUT-OF-POCKET COSTS INCURRED WITH THIRD PARTIES IN CONNECTION 'AM ME FOREGOING. THE CHY AIM BE RESPONSIBLE FOR OBTAINING ANY OFF-S TE EASEMENTS NECESSARY FOR ME DEVELOPER TO CONSTRUCT THE OFF -SITE REUSE UNE EXTENSION. PROVIDED THAT ME DESIGN OF ME OFF -SIZE REUSE UNE WILL INCLUDE SKETCHES MIT LEGAL DESCRIPTIONS OF ANY NECESSARY EASEMENTS. THE CITY MALL ALSO BE RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION ASSOCIATED WITH THE OFF -SITE REUSE USE EXTENSION. 69. PRIOR TO APPROVAL OF ME P/ESP. ME DEVELOPER WILL OBTAIN AND SUBMIT TO THE CITY A PROPOSAL FROM ITS ENGINEER FOR ME DESIGN, ENGINEERING AND PERMEFPUG OF OFF -SITE REUSE UNE EXTENSICN, WHICH PROPOSAL WILL BE SUBJECT TO ME APPROVAL OF ME CITY WITHIN THIRTY (30) DAYS FCUOWNG COMPLETION OF THE DESIGN AND ENGINEERING. THE DEVELOPER 'MILL. OBTAIN FROM ITS CONTRACTOR CONSTRUCTING ME SUBDIVISION IMPROVEMENTS A PROPOSED CHANGE ORDER TO CONSMUCIME OFF -SHE REUSE UNE EXTENSION, WHICH CHANGE ORDER WM BE SUBJECT TO ME APPROVAL OF ME CITY. IF ME CITY DOES NOT APPROE OTHER OF SUCH APPROVALS. MEN ME GEMS OPM SHALL BE RAI OF ALL FORMER OBLIGATIONS UNDER THIS CONDIION OF APPROVAL. 70, ME PLANS FOR ME OFFET REUSE IPNE EXTENSION MIT BE PROCESSED AS SEPARATE PLAN SHEETS WHICH WILL BE INCORPORATED INTO AND MADE A PART OF ME I PRWMINARYCAL SUBDIVISION PLAN AT A LATER DAM OF ME PROPERTY. SO LONG AS ME DEVELOPER IS PROCEEDING N GOOD FAITH COMPLIANCE WITH THE REQUIREMENTS OF THIS CONDITION OF APPROVAL, ME CITY WILL NOT DELAY THE ISSUANCE OF BUILDING PERMITS, CERTIFICATES OF COMPLETION AND CERTIFICATES OF OCCUPANCY BASED ON ME STATUS OF ME OFF -SITE REUSE LINE EXPANSION. FURTHER, IF, PRIOR TO ME ISSUANCE OF A CERTIFICATE OF COMPLETON FOR ME SUBDIVISION IMPROVEMENTS, ME CITY CANNOT OBTAIN THE NECESSARY EASEMENTS AS SHOWN ON ME PLANS FOR ME OFF -SITE REUSE UNE EXTENSION. MEN THE DEVELOPER SHALL BE RELIEVED OF ANY CONSTRUCTION OBLIGATIONS UNDER THIS CONDITION OF APPROVAL. M,Rp nR BI1 two Ed bu.1-d qP, bd.. WYIM ale I nave vedeTg d MtRU., leafed MM marked. N000g),Donm� 0 w � 3 U m CT W O N N aBID o\ ¢ m m m 2 GO SHEET NUMBER C 1.2 SITE DESCRIPTION PROJECT NAME AND LOCATION PHASE I OCOEE SELF STORAGE -COMMERCIAL TAX PARCEL: 06-22-28-2856-OMOO OCOEE, FLORIDA 'SEE THIS SHEET FOR LOCATION MAP DEVELOPER NAME AND ADDRESS SUMMIT CONSTRUCTION MANAGEMENT GROUP 421 SOUTH SUMMERLIN AVE. ORLANDO, FL 32801 CONTACT: TODD A. LUCAS PHONE: (407) 697-9616 FAX: (704)9094501 EMAIL: todd.lucas@SummitCMGmup.com PROJECT DESCRIPTION PHASE 1 OCOEE SELF STORAGE IS A 11.73 ACRE PROJECT LOCATED ON THE NORTH SIDE OF WEST ROAD AND ON THE NORTH END OF FOUNTAINS WEST BOULEVARD. THE PROJECT IS TO CONSIST OF THE CONSTRUCTION OF ATHREE STORY SELF STORAGE BUILDING APPROXIMATELY 34,200 SQUARE FEET IN PLAN AREA, ALONG WITH ASSOCIATED PARKING, DRIVE AREAS, AND TWO DRY -BOTTOM STORMWATER PONDS. PROJECT AREA: 11.73 ACRES CONTRIBUTING DRAINAGE AREA: 11.73 ACRES CONTROL STRUCTURE: SEE SHEET C7.1 LONGITUDE: 81' 32' 49" LATITUDE: 28" 36' 20" ULTIMATE RECEIVING WATERS: LAKE APOPKA ACTIVITIES THAT REQUIRE EROSION CONTROL DEMOLITION, SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; EXCAVATION FOR THE RETENTION POND; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES. 'SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS. SOIL PARAMETERS SOIL TYPES: SOIL NUMBER SERIES NAME HYDROLOGIC GROUP 47 TAVARES—MILHOPPER COMPLEX 0 TO 5 PERCENT SLOPES A 20 IMMOKALEE FINE SAND B/D 42 SANIBEL MUCK A/C THE ORDER OF CONSTRUCTION IS AS FOLLOWS 1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS 3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN S. FINISH CLEARING AND GRUBBING 6. REMOVEAND STORETOPSOIL 7. PROVIDE INITIAL GRADING AS REQUIRED 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARKING AREA 11. FINISH GRADING ENTIRE SITE 12. DONSTRUCTFINALPAVING 13. REMOVE ACCUMULATED SEDIMENT 14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED TIMING OF CONTROL MEASURES THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING AND GRUBBING ACTIVITY. AFT ER CONSTRUCTION IS COMPLETE, THEACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. EROSION AND SEDIMENT CONTROLS BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. STORM WATER COLLECTION SHALL BE PROVIDED BY CATCH BASINS, THEAREAS THATARE REGRADED BUT NOT DEVELOPED SHALL BE STABILIZED IMMEDIATELY AFTER REGRADING. THE POND SYSTEM HAS BEEN DESIGNED TO KEEP PEAK FLOW RATES FROM THE MEAN ANNUAL AND 25-YEAR/24-HOUR STORMS AT THEIR PRE -DEVELOPMENT RATES. STABILIZATION PRACTICES: TEMPORARY STABILIZATION -TOPSOIL STOCK PILES AND DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARETO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BEAPPLIED. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THEAPPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BEAPPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. STRUCTURAL PRACTICES EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN -A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPS ER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMP TER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. HAZARDOUS WASTE -HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER, THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. SANITARY WASTE -SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFF -SITE TRACKING A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE CLEANED ONCE DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN. ITEMS REQUIRING POLLUTION PREVENTION MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE CONTRACTOR: -ASPHALT -CONCRETE -CLEANING SUPPLIES ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE INSPECTED AT LEAST ONCE -FERTILIZERS -DETERGENTS EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OFA STORM THAT IS -METAL PIECES -MIASONARY BLOCWBRICKS 0.50 INCHES OR GREATER BY A QUALIFIED INSPECTOR. -PETROLEUM BASED PRODUCTS -PAINT -TAR _WpOD -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 7 CALENDAR DAYS OF INSPECTION. THE FOLLOWING ARE NON -STORM WATER SOURCES THAT WILL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OFTOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). SPILL PREVENTION AND CONTROL THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING SUPERINTENDENT SHALL INSPECT PROJECTAREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. HAZARDOUS PRODUCTS MIATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURERAND LOCAUSTATE REGULATIONS. PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON -SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TODAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. -THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED PERIODICALLY FOR DEPTH OF SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTA13ALIZED AREAS SHALL BE RE -SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THATTHIS DOCUMENTAND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. DATE: JAY R. JACKSON, P.E. FLORIDA REGISTRATION NUMBER: 54247 PROFESSIONAL ENGINEER I CERTIFY UNDER PENALTY OF LAW THAT; UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. NAME AND TITLE, SIGNATURE AND DATE COMPANY/ADDRESS AND RESPONSIBILITY TELEPHONE NUMBER 0 i� ry W z 7- Q O Z F- O D L 0 O Iw O LL >/ /O n ¢ 0 J � Q O (.5 LLu L _ I LJJ W (n 2 U) W O QWU n00 W 0 O o (J) r U SHEET NUMBER C2.0 I City of Ocoee Erosion Control Notes Section 3.09 EROSION CONTROL All development shall follow erosion Control methods as described in this section, FOOT Design Standards, and FDEP Stormwater, Erosion and Sediment Control Program and Manual. Seeding, mulching, sodding, and/or other acceptable methods shall be used to prevent emsion during all construction activities per requirements as specified in the LDC. The Owner/Developer of commercial and residential lots shall be required to maintain curbs and gutters free of accumulations ofeand and earth. Temporary siltation basins may be required during construction. Maintenance shall be provided by the OwnedDeveloper for the 2 year period of the maintenance period and for each lot until final Inspection is passed. All actions to prevent emsion or pollution shall be done in accordance with this Manual. 3.09.01 Stormwater Pollution Prevention Plan (SWPPP) If required by the City Engineer, the SWPPP, details, and calculations shall document all the measures necessary to limit the transport of sediments outside the limits of the project to the volume and amount that existed prior to the commencement of construction. This condition shall be satisfied for both the total anticipated construction period at a minimum and for the 23 yearfrequency, 6 hourduration storm event. Provisions must be made to preserve the integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. required to meet this prevision throughout the life of the construction. Submittal of a Stormwater Pollution Prevention Plan shall comply with the requirements of the FDEP and SJRWMD. 3.09.02 Stockpiling Material No excavated material shall be stockpiled in such a manner that directs runoff directly off the project site or into any adjacent water body or stormwater collection system. No building construction or landscaping materials shall be stored within public dghlsoe-way or on the streets. 3.09.03 Exposed Area Limitation The surface area of open, raw, erodible soil exposed by clearing and grubbing operations or excavation and filling operations shall not exceed 10 acres. This requirement maybe waived for large projects with an emsion control plan, which demonstrates that opening of additional areas will not significantly affect off -site deposit of sediments. 3.09.04 Inlet Protection Inlets and catch basins shall be protected from sediment laden storm runoff until the completion of all construction operations that may Contribute sediment to the Inlet. 3.09,05 Temporary Seeding P ry g Areas opened by construction operations that are not anticipated to be dressed and receive final grassing treatment within 30 days shall be seeded with a quick growing grass species which will pmvide an early cover during the season in which it is planted, and will not later compete with the permanent gassing. The rate of seeding shall be a minimum of 3D Ib per acre. 3.09.06 Temporary Seeding and Mulching Slopes steeper than 6:1 that fall within the category established in 3.09.05 above, shall be mulched using a minimum of 2 inches, loosely measured, mulch material, cut into the soil of the seeded area to a total depth of 4 inches. 3.09.07 Temporary Grassing The seeded or seeded and mulched area(s) shall be rolled and watered as required to assure optimum growing conditions for the establishment of a good grass Cover. 3.09.08 Temporary Regressing It, after 14 days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworked sufficiently to establish the desired vegetative cover. 3.09.09 Maintenance All features of the project designed and constructed to prevent erosion and sediment shall be maintained during the life of the construction ed as to function as they were originally designed and constructed. 3.09.10 Permanent Emsion Contrel The erosion Control facilities of the project shall be designed to minimize the impact on off -site facilities. All stonnwaler dischargefrom the project limits shall be routed through detention basins to trap suspended sediments. Discharge facififies from these basins shall be provided with a skimming device to trap Heatable debris. 3.09.11 Permanent Seeding All areas which have been disturbed by construction shall, as a minimum, be fedllized and seeded. The fertilizer shall be of 12-8-8 proportions and shall be uniformly spread at a ate of 400-500 lb per acre and mixed with the sell to a uniform depth of 4 inches. Included with the fertilizing operation will be the application of amendments, if necessary, such as dolomitic limestone of aluminum sulfate to Correct the pH factor to within the limits of 6.0-T.O. The grass seed shall be uniformly spread at the rate of 100 lb per acre while the soil is moist. The gross seed mixture shall be of 20 parts bermuce and 80 pads table, with the addition of 30 parts rye In the winter season. 3.09.12 Permanent Seeding and Mulching In addition to the minimum requirements of 3.09.11 above, slopes of from 6:1 to 4:1 Inclusive shall be mulched using a 2 inches, loosely measured, mulch material cut into the soil of the seeded area to a total depth of4 inches. 3.09.13 Permanent Sodding All atonthrildetemion basins shall be solid sodded within their limits. All exposed areas within public rights -of -way shall be solid should. Other areaswith slopes steeper than 4:1 shall be solid sodded. 3.09.14 Strip Sodding Strip sod shall be placed adjacent to all curbs, walks and pavements to the dimensions indicated in the Typical Cross-section provided in the approved plans. 3.09.15 Regressing All grassed areas shall be maintained to assure a good stand and sufficient ground cover to minimize erosion. If, after 60 days, an adequate ground cover has not been established, the am. will be regressed. 3.09.16 Additional Fertilization Grassed areas not accepted within 90 days of their completion shall be referiilized at an application ate of25016 per ace. SEDIMENT SACK DUMP STRAPS EKPAIN ON RESTRAINT m (1/4� NYLON ROPE 2, RAT WASHERS) it i BAG DETAIL i i i i i i i STRAP i i A Y i i i i i i i i i i i W i i i i i i BURLAP SA W/GRAVEL' A Approach Lengrb 50'Sld. � I Construct Paved Turnout NSe51. f _ IApy Pe Deleted If Approved By The Engineer. .d be, 1 0l 44 I I -- Oro+n---- Berm Sediment App—h Length IT 1 its Required � � � Synthe(ic Bcl 4" Ali,. Falter Fabric Type D-1, Inder Nn. 199 TRANSITION DETAIL Ag9iegate _ (:4 SAye Ip Char /01 /Il(f.,4Ei. Fates Fabric SECTION AA To B, Stabd+Yed As Requred Hared an Fro w .And erne, WRAPPED HOPE PIPE PLACED IN OPENING OF THROAT THROAT RUNOFF WATER 7x- SECTION A -A r GRAVEL SHALL BE 2"-3' CLEAN STONE I Synthetic Boles t& _ vb Pit Volume 1s Pemw The IWO Elevation Or Th, E Itvt Elavetion. es whichever Is Cower SECTION OO NOTE: AGGREGATE MUST BE AT LEAST e'IN DEPTH 5' Aggregnle toyer Per me,x Nq. 2D5 l �F�]ter Fabric Compacted Bgckill Existing Br Temporary SMd ten Pipe RURAL CONNECTION DETAIL _Exist,-ng Raadwey Edge Dr Pavement GENERAL NOTES 1- A So+T Trackeng Prev,nii'n Device /STPD) sl0be :.strutted of locations des;gnafed by the enyineer for points of egress / pm nst'bi»zed a of Ile projept fa pubr+c roads where off-s;te thasking of mud could occur. T efrc fr .stabilized areas- of e nslruc(ion Project shall be directed thou v STPO. ear hogging, or ether Pp rive m s ah,,Ybe used as required to Aidt and S act vehicular egress across the FIFO. . The Comsat for may propose an olte five technique I, m off -site tracking o! sed:'ment. The aft,,ulthv must he rev+, v,d and o➢proved by the Enox... Friar to its use, 3. A;+m'll'ill. S'N", dropped, or tracked onto pubiic roads /including the STPD a,,s,,r and construction m.dl shaHbe rem'yed dvey, or more liequenfly ;f so erected by the Endneer. 4. A9greooe shcllbs me descr+bsd in Section 901 excluding 901-2.3. fe A9g,,i9lv1 shollbe FDOT sire -L 1f the, Si- 1, not ovgil'ble. the ext avangde smaller size cygregate m y be substituted with the approvalof the Engineer. Sezes cpnt'ining ex ess+ve small aggregate "ill track off the project and are unsuitable, a 5. The sediment pit should provide a .....teen volume of 360, cubic feet: acre of sw:ace Area Braining 1. the pi r. IVhrn the STPD is it 01,d tram other drainage I ., the ('!lawrig p;l vdvmes w musty this requi.emenr: 15'x 50'=10D ft., 36'x 50'-200 P., As on ➢lien to the sediment pit, the w;dlh of the swore bluf can be Zlr"l"d fa pbteh fhe volume. :hrhen the sedmen f pit o wale veum l has been reduced to one hdf, it shollbe cleaned. {then ' s vale is used, symttetic boles or silt terse =hall be pfrced donp fhe entire length. 8. the sw le Bitch drdninq the STPD sh'llh've 10.02X mrlim and a 1.Ok mvxrmvm grade 'lorry thv STPD and to the rod s,t pit. 7. Atelered end sections ror opt required when fhe slved e, pipe sot;s(ies the c:ear zone raquiremerfs. 8. The STPD shlflb, maintained 1, a candhgn that wHlallow it to per its III C tears. T, prevent off -site tracking, the STPD shrill be 'i sod (daily when ;n use) to move culated ,mud downward thru the s e. Addlrnnalst'b+i,1161n of thepmu veht'l1l, route leading fe fhe STPO may be requiretl to remit the mud lrack,d. 9. A STPD shaHbe peid ivr under fhe contract gnat price for Sail Tr ock,,q Prevents' Device. EA The unit prrae shall constitute fulfc ...ct", ror construction, ...inters rice, repfacament o/ materrols, removal, and eet.ratipn or rho 'rev uhFzed for the STPD: includng but not limited I, e. cevo6r grading, temporary ppe (including MES when reyuiredJ, fi]terY fabric a ate vzd t..r. cut (;nclud hpl a ggte9 , pa n g os➢ t rid ccloansntrrnugctionp)u, beNtccrz , orh oe toba, Pediment r aad dpse, ,eferi,,ie and ll he STD d of rlads, gal,,l'd M.5y,rh,tc Bole or Bale Type Pottier sholbe paid tar pnder the contract pn;r Frse far Synthetic LF. sot fence rrarrbe paid mr pm,r m, cana.ce grits .."d pace far Stake8af Fence, LF. 10. The n mnafslve af' sfvndord STPD is 15'x 50'unless vfherwise shown ;n the plans. P the volume a entering and e.visting •rehicles ant. a 30'wedth STFO may be used if'ppll,vd 5y fhe Engineer. IVhen o dpubfe width 00') STPD & used, the pay qu'nhty strvllbe 2 Tar each location. 3 � U O 0 O 0 C) W N of QCh m Y� O 0�/ L1� Z Cn O -J U Q Z OW _r) O ry w Q ;OVER F IACCESS TO ;OVER O FOR INSPECTION J Of -TREATED WATER OO —CURB INLET lJi U yc J LU LU W't U 'rG /K vJ LU O \\ Poet Optlme: Optional Poet PoelNone Wood 2 xMIn/0 LIJ U Woad 2 4' Pdnclple Poet Position = 1 at \F�(�nted 20' Toward Flav) r'1 O W Oak i,31Lb 777 L1 Steel 1.33 LLeven. MI 6' Max. Flter Fabric (In U / r1 Confarmon. With lJ Sec, 905 FOOT Spec.) O LJ Flifa Fabde Q M` X--- ®At FlawO O O ELEVATION SECTION C/5 U STANDARD INLET SEDIMENT CONTROL DEVICE NITS SOCK DRAIN INLET SEDIMENT FILTER NTS TYPE III SILT FENCE NTS SHEET NUMBER C2.1 101-01, MIN. F�_ a d o 0 p p p 0 ❑ ❑ p -STAKE (TYP.) 2" eB J STERA'WIRE— STAPLE DETAIL 10 Mid PLASTIC LINING \\-STRAW BALE TYP.) PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES STAPLES o g (2 PER BALE) -� -BINDING WIRE E 10 MIL PLASTIC LINING STRAY! BALE NATIVE MATERIPLJ WOOD OR (OPTIONAL) METAL STAKES 2PR ) BE 01 III WASHOUT CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) ( E BALE NOTES: SECTION B-B 1. ACTUAL LAYOUT DETERMINED IN FIELD, NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FL OF THE TEMPORARY CONCRETE WASHOUT FACILITY. REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES 1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF. 2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE HACKFILLED AND REPAIRED. INSPECTION AND MAINTENANCE 1. INSPECT AND VERIFY THAT ACTIVITY -BASED BIPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES. WHEN ,ACTIVITIES ASSOCIATED WITH THE BUR ARE UNDER WAY, INSPECT WEEKLY DURI14G THE RAINY SEASON AND AT TWO WEEK INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. 2.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD HE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN, FOR ABOVE GRADE FACILITIES AND 12 IN. FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. 3. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 751. FULL. CONCRETE WASHOUT AREA DETAIL NTS LATH & 10'-0" MIN. FLAGGING ON ALL SIDES ;-SANDBAG mm 01 o = o� nO M 0 10 MIL PLASTIC LINING PLAN NOT TO SCALE TYPE "BELOW GRADE" B TWO-STACKL„ 2,02 ROUGH WOOD FRAME PLASTIC LINING PLAN NOT TO SCALE TYPE "ABOVE GRADE" 10 MIL .-SANDBAG PLASTIC LINING - tl. L lIL-(ll BERM SECTION A -A NOT TO SCALE r10 MIL PLASTIC LINING -WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES SECTION B-B NOT TO SCALE NOTES 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE 'WASHOUT FACILITY. ONSITE TEMPORARY CONCRETE WASHOUT FACILITY, TRANSIT TRUCK WASHOUT PROCEDURES 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN! INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES. EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING. 2.A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES, 3. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 4.TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR SEEMED AREAS OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES. 5.WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY. 6-ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT. 7.CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE 'HASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF OFFSITE. B. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF OFFSITF IN A LEGA_ MANNER. DISPOSE OF HARDENED CONCRETE ON A REGIII, A2 BASIS. 9. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) a. TEMPORARY WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN IN THE DETAILS ON THIS SHEET, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT., BUT WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. b. STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO THE PROVISIONS IN THE EROSION AND SEDIMENT CONTROL PLAN. c. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL, IO.TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE ❑. TEMPOR.IRY 'NASHOU` FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN IN THE CETALS ON THIS SHEET, WITH A RECOMMENDED MINIMUM LENGTH AJD MINIMUM WIDTH OF 10 FT., BUT WITH SUFFICIENT QUANTITY A14D VOLUME TO CONT,NN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. b.LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. ,PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF D MIL POLYETHYLENE SHEETING AND SHOULD BEFREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. ol z o �U o I a o rn Z U a z s w i z a w Y � i Y 3 a 2 ® "I 3 0 ry Z U) 0 --� U Q Z 0� uJ 0�/ LL W Q 0 J � Q O U LL � _ I W Lu 0 � c/) W O Q W U l a-00 �( W O 0 O Cn } t— U SHEET NUMBER C2.2 '46'E 572 26p .litTw TRACT'G TRACT G II E M CL\ 61AI 0 U14h1 .r"M� N 11 eM'46'E 5 i � a' I t�jPnl i•� V �� 1 1 ��P�yal �j —\ \ �1 \ y 5Aj% ly ISL7 CEO `\.. _-fy/��� .R�o-XIMAyEn -WET .D�r s,C4 f �• ' pi\� ��.� LLoont/ /rl EN e s IS PRG€ POINT, \. LAT,: 8'76'22-60— " �• / b� ///LONG.: BI'32'5I 6 1r h 1 I I N3 I \ �NjZ :' !^M z10 ;�o�11r1 -tr'r i l ?.LM1n I Err YI0 i uAK<0 \ Jp t F FRt m; i j vo4' z XyEr Pv P`o I< 1110 x / ITPIu w:� { I _ - En3 i >� - @,Son f a t71 n❑ ,.1t1U X, �I s cl Bra auTI2 `, j P¢t�i ti e PINEl7.1,�� I y W a"N '.a la f� tIf � 1 r �cF..Rn.. a „'':.fig' a j HERRlS >—r -� Ia o k10 un h a-h fa: Rv dR� dE E: oc va '' u`t'.rrElz �1L 1 .7�) R.Is E" u k I f�7' !� 1 �ll 'll '.I _tl i Y PIP FI P,A[gi3 �� - P t_ i \"-x-Ca' "t Y5 L,' < r uaki'� I Er 3 .� 5 I - cHeTtrvo i o 11 cHRv>'.<ImF o uF�` - 25 1 eat tlb -t'S i 1 h Em m PIT; t.E Rn,l 1 \ 0 K A 1 RRY �" l! I? H Rt C P; I': I m> I •' I j I � �n�>! �1vi�h ��� Ps . oaHl ) } I ,� lI rRia T Pau! a1<.a �1,'71 Alt' 4 t j gq h I41 n7;la Iona oaazE 1 !Y+ I I ra 1 CHrMR41a SP_I lU '" , a �nK .HE. RIII r. Pll 15 <' { W 1EkRYd owl ta CIACIA (\,`�,�`�j�J EI Rrn �` ; crERa- hlh cures -ra a �AoA„ 'FM1t ti' ! PEa11 ' n`a P1t u 6( try r` v ±1 RRY el! s 9 a xA m 1 I 0\I 4. - V t1f PA1714�� .rRF1't� I << Ii rR -�.. J1 rti� A �� HRBIi5 E� .�`c. I� Pu a W I 1 .vY HEr Ytru s-a�., oAkl �^"t�, �, S 5—�S � hq a1L•IR a turn_ eu, o fHERRYIHIERR f1 rI1 LT F TYPE III aarl T` l PJ+a��3' r .ITS C-IERP-t...FLII .., SIENCE OURU-0Ah 1 I fif f (SEE DETAIL SHEET Ci}CTION) IIC i %ci AE 11 ih l.I l CHI RP. C, 5 H07) I I I i� 1 �iCRRY11 T � .,., 'HERA t& cl,ERRYl K 8 SPI jT7 - r TYPE III SILT FETICE t FiFRar u SI I AA (T—",T IJMNS CF CON4IRUGTION) I r ,' r,H� \ y sEE DETAIL SHEET M I R' ° ( 'RRno 4 9BORE HOLE CA _EMYIS :'L F3 �FccP iUF.wry II E OA i CHERR I.. IXx HE( 1 a ! VFr II I C. Ell I I AX HE>2RY- W t _ hb ' In 'yt%I Ci En'RYt; { `i E' .?•C!1iLRRtl 3: I I PAL11 HIIlaBF Rrl ii 1 Y.0 L' \ HIDA+hr R$1 '1 I UJcTiR" iP ITt 0 HOLE �' - CI ERrYll 4 CHINA F 8 1 / I ix L �{ "H \ 1} y� Y C R 0 OA lam,- paAtPHERJ � ,EXISTING INLET TOP TO BE REMOVED AND'REPLACED li - .. RR t / q�11'.i9 $OIL TRACKING k F /y►� ' t111'LF OF E)65TING Y° PREVENTOM ,. T 1 { ytt9 ( 1 \ CONCRETE ,90EWALK " /i .(SEE DETAI(15HEET C2.L) . v TO B REMOVED TYPE III SILT FENCE " (TtP.AT LIMITS OF CONSTRUCTION) j` ,y 1±67 LF OFlEMSTING �\ (X 3 EXISTING 8' PVC SEWER TRACT A TRACT A PR�OSED IMPROVSMFNlS. / (SEE OETPIL SHEET C2.1) '' '? 'RL. 2, }f CONCRETEE REMOVED ALK ir.. r T SPIAT TO B W \ - _P DVLDE INLET PROTECTION TYP. Yl" :i SE DEfAIL. SHEET C2 — 'STOP SIGN 9 ---_— REMOVED AND REPLACED PRO. DE\INLET PROTECTION (TYP.) I \ �. �TO DE 1 (SEE DETAIL SHEET C2.t}� jz.A;; t'�4.c =�' M1ItFHER,6 W _ - -- EXISTING I F 4tl I I, n tFt E I'c \-N88iMCW SIGN I ;slel>mi 319.98' FOUNTAINS WEST BOULEVARD (RIGHT OF WAY VARIES) 18'W [_t98' EXISTING CURB AND I - !t n GUTTER TO BE REMOVED I` ( _ L PROVIDE INLET PROTECTION (TYP.) (SEE DETAIL SHEET C2.1) LEGEND NORTH GRAPHIC SCALE IN FEET 0 20 40 80 PROPERTY BOUNDARY RIGHT-OF-WAY ONE TYPE III SILT FENCE SOIL TRACKING PREVENTION DEVICE :�.tl S TREE TO BE REM.- ® INLET PROTECTION Alw lis un i,,,m,o9SuAl,s], y ,ndm audl. n���anBr��am9me:l naaodmad�a. ToInVolliapqi-, z � a LLI Q O N a�aa� o ¢ m m m rn Y O a o V II II vi Z 0 Z X0 W00 U W 0 Q J o Q � UN ILL L J CW Lu G U)Lu LuO QWU a0Q w N O L1 U O i- o U SHEET NUMBER C3.0 o E EXISTING ZONING: PUD .4 SM19/ ry,6�/ ?p05M vn \ � o \ G �c 2 rn m Y / i N8]'6 ""E 572.26' ---T--- — TRACT TRACT G� N87'56'46'E 566.51' \ 10__BUILDING SETBACK/LANDSCAPE BUFFER _. ,.,...i. / —_—_— r 7v//ice- I Q s�C`X ➢�L q \ 3 // f TNT' ❑�TI Tlla EN NE RK POND#3 I _ I - I FUTURE DEVELOPMENT I POND #2 I I N PHASE II j PHASE I I �, I © I I _ I I I NI I I gl I I < I t ( PROPOSED SELF STORAGE n t 3-STORY .�. 34,200 SF EACH FLOORI 1 91 I I I yj tt FUTURE t 1 DEVELOPMENT - I 25' BUILDING SETBACK T I _ _ _ _ _ _ _W LANDSCAPE BUFFER _ - _ — _ _ _ _ _ _ — - ,. — — — — _ _ FOUNTAINS WEST BOULEVARD (RIGHT OF WAY VARIES) .T:......_.....---- ._.________.__.,� NORTH � GRAPHIC SCALE IN FEET 0 20 40 80 o SITE DATA: PROJECT AREA 11.73 ACRES EXISTING ZONING PLO EXISTING USE: VACANT PROPOSED USE SELF -STORAGE FACILITY FLOOD ZONE ZONE X IMPERVOUS AREA: a EXISTING IMPERVIOUS AREA: 0 ACRES z PROPOSED IMPERVIOUS AREA PHASE I (TRACT): BUILDING AREA: 34.200 SF TRACT A ASPHALT AREA: 45,384 SF m SIDEWALK AREA: 1,799 SF n XISTING ZONING: PUD TOTAL IMPERVIOUS AREA: 81,353 SF i LL E_ MAX IMPERVIOUS AREA (FUTURE DEVELOPMENT): 252,287 SF d MAX TOTAL IMPERVIOUS AREA: 333,670 SF z � � o EXISTING PERVIOUS AREA (TRACT): 511,172 SF (11,73 AC) y o N ¢ PROPOSED PERVIOUS AREA (TRACT): 429,789 SF (9.87 AC) ¢ a U ¢ W o MINI -WAREHOUSES UP TO TWO HUNDRED (200) UNITS: i 4 SPACES LOCATED AT OMCE/ENTRANCE AREA o N d o TOTAL SPACES REQUIRED: 4 SPACES w a PARKING PROVIDED PROPOSED HANDICAP SPACE 2 Y Y PROPOSED SPACES: 17 O1 3 TOTAL SPACES PROVIDED: 19 ¢ 3 ® © o BUILDING SET13AM FRONT: 25 FT SIOIL 10 FT REAR: 10 FT PROPOSED PLD STAROAROS: , GRO55 ACREAGE: 11.73 a m NET DEVELOPABLE ACREAGE 11.73 - BUILDING AREA: 1 03,239 SF (3 STORIES) NET DENISTY/INTENSITY: 0.245 MAX BUILDING HEIGHT: 45 FEET ? = N MAX BUILDING COVERAGE-. 30x w >. MAX. IMPERVIOUS SURFACE 70F 3 � O O S 0 I, Q\ Q ED m t0 p Lij Y � O Q J TRACT A U) J W 0 0 O Q� U LL� L L1 _ —I LJJ 75 W c U) G LEGEND U) W O Q PARKING SPACE COUNT QUJ U PROPERTY BOUNDARY O EADONPL CL U AMENITY O O (DESIGNED BY OTHERS) Q W O PROPOSED HEAVY DUTY ASPHALT PAVEMENT LNL. O O O o PROPOSED ASPHALT PAVEMENT U) � � PROPOSED CONCRETE SIDEWALK U SHEET NUMBER C4.0 E m r 3 0 N E ti� v �y9 6p. �fi � � y O E jHERRYS SPLIT8 � n E D ^ �ry•Sy'/ yyp4 E `o E POND #1 GY O \ U s E = � 4'2T C RECRONAL µ - u•' m \ 0- 1 P OW PER OT INDEX 117346 (TYP.) 3 {� J \ \ \ PROPOSED 38' STOP SING WITHN 24' STOPING BAR N89279, 4aO9'27' MATCHLINE SEE SHEET C4.2 fAL11io FUTURE DEVELOPMENT TYPE 'D' CURB PER FOOT INDEX 1300 FUTURE DEVELOPMENT (3) TYPE 4 MARKERS I OAKS:<2 DIRECTIONAL ARROW PER FOOT INDEX M7346 NORTH GRAPHIC SCALE IN FEET 0 15 30 60 WITH 18 STOP BAR PROPOSED TRANSFORMER. SHOWN FOR INFORMAAONAL PURPOSES 5' ONLY. DESIGNED W: PERMITMO BY OTHERS. MINA LOCARON BY 27.5POWER COMPANY. CONTRACTOR TO CONFIRM PAD REQUIREMENTS ` - e AND COOREOINATE ELECTRIC SERVICE WITH OWNER h POWER .• 55 ^' m RSO' R 35.Dd I COMPANY. PROVIDE BOLLARDS AS L-54.98' I REWIRED. J r ET15F-J CB-N4427'07E 10 if ry / C-49.50' u N8927'00'E Ph - �33'DO'W 25' BUILDING SETBACK b 1 _ 15' LANDSCAPE BUFFER o i \ ERM0 SPECIAL EMPHASIS NP33'00'rFDOT 6 DOUB47.21'ROSSWALK E PEA PROPOSED 36' STOP SGN c INDEX# 17346 WITH 24' STOP BAR-� a -� - •.. ...._ ....... m m .I # ..._ _... o-. . � 2 r n .... -.--- CURB RAMP CR-E' ._. CURB RAMP 'CR-E' G CURB RAMP CR- E .. �• 2 1 W/OETECTABLE WARNING VALLEY CUTTER CURB PER FDOTIINOEX/ 30N4 W/bELECTABLE WARNING �p� m m v N5199'..{{1'E PER F00T INOIX#_:XR4 ......._ _ (� SHEET FOR AOA PER FDOT INOIX #300 (SEE SHEET C7.0WAR FOR AOA DETECTABLE WARNINGS DETAIL) 304 PER ET C INDEX# ADA (SEE SHEEP FOR AOA 7HEFiAIO WARNINGS DETECTABLE WARNINGS DETAIL) NB8�2'31'W I 319.98' CONEXISTICRETE 9�ED1EVAl1( FOUNTAINS WEST BOULEVARD DETECTABLE WARNINGS DETA1lj NIN SW44t''t5'W CROSSWA FOOT VINO m .m (RIGHT OF WAY VARIES) VALLEY GUTTER CURB PER FooINDEX #3oo PROPOSED 30' STOP SIGN -- I I WITH 18" STOP BAR OAK1D TYPE 'D' CURB PER FOOT INDEX #300 _ w N875.00' E P R=35.00' I z py 10' 12' V. • \ L=54.98' I w C9mN4533'00'W ` OP: C-49.50' ( J 5 KK I z CONCRETE WHEE S" (TYP) HANDICAP SPACE PER FLORIDA ACCCODE (TUYP) PROPOSEDELF I STORAGE 3-STORY 34,200 SF EACH FLOOR 'D' -TYPE CURB PER FOOT INDEX #3GO 3 of 170' T PROPOSED 30' STOP SIGN _ 10' PROPOSED TRASHI - ENCLOSURE 2/4.51' J O o J _- - - W CURB RAMP 'CR E' 8' WOE SPECIAL YI/OETECTABLE WARNING PER FOOT INDEX# 304 EMPHASIS LL W DETCTABLESHEET WARNINGS DETAIL) FCUD�TDEX 91�73� J LLB LEGEND w c ® PARKING SPACE COUNT Q LU O PROPERTY BOUNDARY = a-V /�� �W�Y ® EAA PROPOSED flECRONAL AMENITY AREA lJ O W (DESIGNED BY OTHERS) Q W O LJN O PROPOSED CONCRETE SIDEWALK O I- O '��/Y� vJ Y H SHEET NUMBER O C4.1 m NORTH E GRAPHIC SCALE IN FEET 0 15 30 60 z o o w 3 `o y E z LLo a N N OU 0 ii tk`11 N87'56'46'limmmmm OAK,572.26' + Cal<16"- TRACT G m 4 OAI<t0 6' CHAIN LINK FENCE_ _ 3 ¢ TRACT G HmnaeRRr6oAK<o -- -- Fs CLUSTcR+6j �� NB758'M'E 5.51' --x ---x - SIEMENS O PALAt15 --- 6' MESH FENCE © N E PAL1.113 t QAKIO r �L.. �__ 10, BUIL➢ING 13SCAPE BUFFER __ - - _ -- -- _ _ -- ov° 03, k9�/ \ \ --- F-!t`ttt P1il-Ci13_-'PaiT�a------------------------ ¢ -- _ ----`----------- PAL1.f13 RRYIU AN li \ • ,l OA127 BPLI T9 OAK19 E gi �\AvlI' L� i Elv CIE / y Ll Q ¢ m rn IS \ POND #3 3 Y \ II TRACT A e v �pi I ., 4 z cHERsaj ( Q 7 'rroTKl.i5 15FLIT8 OAi I, I /i 1 QAi<I - 1 yN \ u,3 oaKI3 T§4 XtA���{'' �L oAKi? EAST§' y -i, PINE12 1 yOAi(10 .? I I ^ o=- OAIi10 AI,Gy sI Plt cO CH rl8 _fix PINEtI �( INE LL v y p \ oAKIc o Kl �v r U�d W rf Sj PALMt6 }' a'P, z PAL1A16 PINEfo PA, HIs f �` 2�``����JJ.. CHERRns .rt T� � PIN 1 co QAK20 SPUTtO = �,. CHERRY8 �n,. !.7-f .s'PIf1E12 �1 -' _ Ss90r� \` ERRtF� P1LAIt3 OAK 2 �HERRYS PINE'Oah"13 CNERRYIO '-° Zc PaL411G HERRYt_ OAI<20 OAK10 PALA113 1 . eouTHa` �� Y u?PALlA1� ,t! cHERRYI2 r�D: J \ ", QaK10 A PINE,zp m OAK1. SPUT14 �''ERR'f8 � l �I! E'w "'iiitti <T 1 FPALIAI6 J�OAKB PltEt: o �. _ U o '" \ --Li QAKIU SPUTB o w OAK .N<U t,HtTiRY12 / PiNEI? CHEFi'f11 CHER12Y10 SPLITG P POND #2 r�L°�n� a' 14i-i a P.4U:116 paK_§ 1 `^�rY-x PALA116 CHEr<RYI6 } �{ :[' S I I c. oaR13 spur^ oA 5 u W t CH RRYt§ SPLI ID ' CHERavl6 OAK SPLIT] S/,,., CHERRY8 8 — W o a, e - ➢ ����1))llhh,,. oAKt< fr oAl�t:4 W � � 1, a HErRY,9 n+cRRYs OAK15 SOUTii ,�-+1 0A,I? p��� LEGEND Q FLIT ,n 8 'Tj N. Q W U N� 0 y' + � OAK11 I -1- r`$ ��"'-�.x�CHERRYI3 { m I ® PARKING SPACE COUNT y W L t f d (W� 3 DAK22 �y € PALN116 PALN114(� F CHERRY151 PROPERTY BOUNDU ARY V " ,.,,FGrzvI� :.. f`, ,L CCEFRY8X3 CHERRYIO CCC����`�OAK15 SPLIT4 r O PROPOSED RECREATIONAL p MATCHLINE SEE SHEET C4.1 ® AMENITY m BYI OTHERS) O o cl/)o PROPOSED CONCRETE SIDEWALK v� £E U u�9 SHEET NUMBER I C42 E E I E 18' THICK RUBBLE SIZE ff A GREGA' TYPE 0-2 GEOTEX INDEX 281 , E; SPECIFICATION M P BOTTOM AND 2-FT O S IS' MATCHLINE SEE SHEET C5.2 B C7.1 143 LF OF 24' RCP 0 0.00% YOP OF WALL- 127.511 FINISHED GRADE AT WAUL= 120.25 '4 yl 126 OF WALL- 127ISO5d FINISHED GRADE AT 120.25 DEVELOPMENT TO BE MASS GRADED 1351 105 LF OF 2V RCP 0 0 SECTION 10 EX #272 Vimsa R P DRY -`- MWATER POND E TOP - 12 0.00 BOTTOM -115.50 25111 24HR - 119.01 I'-- END�CR" PER FOOT TIND�X IN'i1t ED THICK RUBBLE RIPRAP (FD F JI AGGREGATE1 PIA- F, 2-FT AROUND MES. \ " 11141� 119 ;120 STORM STRUCTURE TABLE STRUCTURE DETAILS: NAME: TYPE *E" INLET PER FOOT INDEX J232 DI TOP: 133.81 W. INV IN: 126.35 (18- RCP) N. NV OUT. 126.35 (Is- RCP) TYPE 'D' INLET PER FOOT INDEX 1232 D2 TOP: 134.02 E. ;NV IN: 126.68 (18' RCP) S. NV CUT: 126.68 (24- POP) MANHOLE PER MOT INDEX #200, 201 TOP! 133.86 D3 S. INV IN; 125.93 (18" RCP) N. INV IN: 1 25.93 (24' RCP) W. INV OUT. 125.93 (24 RCP) TYPE *E' INLET PER MOT INDEX #232 TOP: 132.54 D4 E. ;NV ;N: 125.74 (W RCP) S. NV N! 126.7-t (IS- RCP) W. INV OUT. 125.74 (24' RCP) TYPE 'E' INLET PER FOOT INDEX #232 D5 TOP: 131.50 E. INV IN: 124.88 (24' RCP) . INV OUT 120.31 (3D- RCP) TYPE 'E" INLET PER MOT INDEX #232 as P: 129.14 E. INV IN: 125.42 (Is" RCP) NW. INV OUT: 120.66 (24' RCP) TYPE 'C' INLET D7 PER FOOT INDEX 1232 TOP: 134.50 N. INV OUP. 128.96 (18- HOPE) TYPE 'C' INLET PER FDOT INDEX #232 us TOP: 132.49 S. INV IN: 127.62 (18' HOPE) W. INV OUT: 127.62 (18- HOP) MANHOLE PER FOOT INDEX #200, 201 D9 Top; 118.25 SW. INV IN: 115.50 (24' RCP) NE INV OUIR 115.50 (24- RCP) TYPE 'C' INLET PER MOT INDEX 1232 DID TOP: 133.50 INV S. IN: 2 ' 11' ai' (I I N. .T� ('B�IPEI NV . 1 B.29 HOPE) 121 2272 STORM MH N.RIN4=126.13' NV/ I E-11411' EJ 11 8011 LEGEND EXISTING SPOT ELEVATION PROPOSED ELEVATION 94.00 F93.50 PROPOSED TOP OF CURB/ PAVEMENT ELEVATION EAS_nNr CONTOUR PROPOSED CONTOUR VQ CURB INLET GRATE INLET OD STORM MANHOLE STORM PIPE EXISTING GRATE INLET PROPOSED YARD DRAIN PROPOSED HEAVY DUTY ASPHALT PAVEMENT SEE: SECTION, SHEET C7.0 PROPOSED ASPHALT PAVEMENT SEE SECTION, SHEET CTO 187 LF OF 18' RCP 0.50X- 134.V1 134.42 /-134.02 r135.40 135.03 134 El. 135[�_� 5.141 135.16 34.80 13595. � 135. 6 36 35.26 W/ A 13-95 135.45 (SEED AND MULCH) 134.6 �tmop OF 127.50 FINISHED GRADE AT WWI. I20. ED END SECTION PER FOOT INDEX 4272 64 LF OF 2r',NCp 00.30% 1.34,48 IN I15.50 8 RCP 0 0.30X _133 -299 LF PP-274 _IFT 132.34 13212 133.95 133.18 0 131. 0 5 131.52. Ilk rlJZ27' 133.45 132.6p 04 yam 32.55 D3 133.0' 27 O 5. 13 13 TRES 132J2 - 33.13 3.45 137 7q 13102 a' 131.82 1 13 .319-/ jn45 32.63 134 zi as 133.13 134 0 1 6 PROPOSED 18' RCP STORM 27 lF or-, STUB-OUTSTYP. AT ALL 135-- FUTURE CONNECTIONS. A Af A X 111\1 1R.4 FUTURE VELOPMENT TO BE 4 33.5000 OE 134.54 MASS GRADED NIL 13a60: (SEED AND MULCH) 13436 'w 4 1 131. 134.15 6 131.6 133.65 134. 129.84 1211,19 PROPOSED 18' RCP STORM -STUEI-OUTS. TYP. AT ALL 7J,s. 131 1-1 FUTURE CONNECTIONS.Dt 133.9 - 4 129. 129.36- 0 134 12127, 1 86 i 133 1 38 129. 21 a 59 O-Z2 - 0:7. 74- 1"29 13�2 130.21 12g.DD 971 13a✓- _aww__ScEL .TIOR.$N%8T BEQ N-MATCH EXISTING "C" (STORM) STORM MH 'I WALL OPE AND GRADE PROPOSED TYPE *V" OF WALL OUTTER N,RIM=133.1 S' FIN, 7ED GRADE AT WALL- 120.25 INLET PER FOOT INDEX NO. 221 E/W.I-E=l 2 5 .34' FOUNTAINS WE5T BOULEVARD S.I,E1 26.13' (RIGHT OF WAY VARIES) STORM INLET -- ' b Top ELEV= 1 34B3 S.I.E.=131.56* DRY POND NOTES, DRY POND EROSION CONTROL NOTE. PGO NOTES* 1. SIDE SLOPES & BERMS ARE TO BE SODDED. SEED @ MULCH POND BOTTOM. 1. SEDIMENT CONTROL MEASURES SHOULD BE EMPLOYED 1. REFER TO DRAINAGE SHEETS C&I-05.2 FOR ADDITIONAL 2. MUCK GROWN SM SHALL NOT BE USED FOR DRY RETENTION DURING THE CONSTRUCTION PROCESS TO KEEP THE POND FROM RECEIVING SIGNIFICANT AMOUNTS OF STORMWATER RUNOFF FROM THE SURROUNDING CONSTRUCTION SITE. STORM STRUCTURE INFORMATION. PONDS. THIS RUNOFF IS LIKELY TO CONTAIN SUSPENDED 2 ALL STORM SEWER PIPING MATERIALS SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARDS AND .3. POND BOTTOM FILL SHALL BE CLEAN, INORGANIC, GRANULAR FINE-GRAINEDFINE-GRAINEDSOIL PARTICLES THAT AN IMPEDE THE INFILTRATION CAPACITY OF THE PONDS IF ALLOWED TO SPECIFICATIONS. SOIL (FINE SAND) WITH A FINESCONTENT OF NO MORE THAN 8 PERCENT. OUT T ON THE POND BOTTOMS IF DEWATERING 3. CONNECT ALL ROOF DOWNSPOUTS TO 6-INCH HOPE 4. CARE SHOULD BE TAKEN NOT TO OVERCOMPACT THE POND EFFLUENT OR STORAWATER RUNOFF FR OM THE ACTIVE CONSTRUCTION SITE IS DISCHARGED TO THE POND,E CONTRACTOR SHALL SCRAPE AND REMOVE FINE-GRAINED LATERALS. CONNECT LATERALS TO IB-INCH HOPE TRUNK LINE EXTENDING TO STRUCTURES WITH MIN. LOX SLOPE, BOTTOM DURING EXCAVATION AND GRADING OF THE PONDS. SEDIMENTS THAT HAVE ACCUMULATED ON THE POND MIN. W* COVER. 5. ALL BERM FILL MATERIAL SHALL CONSIST OF CLEAN, BoTrom, AND REPLACE WITH SUITABLE SOIL TO THE PLAN SPECIFIED GRADE ELEVATIONS. REWIRED DEPTH OF 4. ALL GRAIN PIPES SHALL BE FILTER FABRIC WRAPPED GRANULAR, INORGANIC SANDY SOILS LESS THAN 5 PERCENT SCRAPE AND REMOVAL SHALL BE DETERMINED BY PER FOOTAGDEX J280. PASSING THE U.S. NO, 200 SIEVE CEOTECHINICAL ENGINEER. 5. FOR EROSION CONTROL NOTES AND DETAILS, REFER TO 6. BERM FILL MATERIALS SHALL BE PLACED IN LIFTS NOT GENERAL NOTES SHEETS Cl.O-Cl.l AND SWPPP SHEETS EXCEEDING 12 INCHES IN UDOSE THICKNESS AND SHALL BE C21-C2.2 COMPACTED TO AT LEAST95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (ASTM D-1557). 7. GENERALLY, THE BERM FILL MATERIALS SHOULD HE MOISTURE CONDITIONED TO WITHIN 2 PERCENT BELOW OPTIMUM TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED By ASTM D-1557. I \-3' CURB 135-93J 13 1 1\-I.,35.50 TRA NS TION 135.0 134.81 153 LF I OF 24' RCP 0 0.49,1 134 OF 18' HOP E 9 0.509-� %CONNECT TO ROOF DOWNSPOUTS "�JO POO NOTE A THIS SHEET. (TYP.) PROPOSED SELF STORAGE 3-STORY 14,200 SF EACH FLOOR F.F.= 135.50 •134.11 13.4 LF OF 16' HOJE 0 0.50X� CONNECT TO ROOF DOWSPOUTS. REFER TO PGO NOTE #3 THIS SHEET. iTyp.)135.50 , 1 a 1-.312 '35.87 138.00 1 13635 13550 1- 01 36. 735�51 �35. . TE117!,53Z139 C ..... ...... -STORM MH J-- STORM INLETN.RIM=137.71' N.RIM-139.31' 'I "1 27 .89' F E.I GEOTECH NOTE, 1. CONTRACTOR TO FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SP OFIM WITHIN THE SUBSURFACE SUL EXPLORATION GEOTECHNICAL ENGINEERING REPORT PERFORMED BY PSI., DATED NOV. 15, 2017. DATUM NOTE• 1. THE ELEVATIONS AS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAM] 88). NORM INLET Always.0 Sn two full bu�l- d� bd.. "u dig - hod,d 111ti,,b-d,Wmaead. QA'&D 's I vi LJ w 0 0. Dfr" z < z J a_ LLJ < (D c� (D Z < o z 0- z __j Of LL Ljj _j - LIJ Lu Cf) U) LLJ 0 LLJ a- 0 �j 0 0 0 u 0 0 U) >_ SHEET NUMBER C5.1 0 it DRY POND NOTES: 1. SIDE SLOPES B BERMS ARE TO BE SODDED. SEED & MULCH POND BOTTOM. 2. MUCK GROWN SOD SHALL NOT BE USED FOR DRY RETENTION PONDS. 3. POND BOTTOM FILL SHALL BE CLEAN, INORGANIC, GRANULAR SOIL (FINE SAND) WITH A FINES CONTENT OF NO MORE THAN 5 PERCENT. 4. CARE SHOULD BE TAKEN NOT TO OVERCOMPACT THE POND BOTTOM DURING EXCAVATION AND GRADING OF THE PONDS, 5. ALL BERM FILL MATERIAL SHALL CONSIST OF CLEAN, GRANULAR, INORGANIC SANDY SOILS LESS THAN 5 PERCENT PASSING THE U.S. NO, 200 SIEVE 6. BERM FILL MATERIALS SHALL BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS AND SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (ASTIR D-1557). 7. GENERALLY, THE BERM FILL MATERIALS SHOULD BE MOISTURE CONDITIONED TO WITHIN 2 PERCENT BELOW OPTIMUM TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. E LEGEND E o � ? EXISTING SPOT ELEVATION m �93'50 PROPOSED ELEVATION 94A0 r93.50 PROPOSED TOP OF CURB/ c° PAVEMENT ELEVATION m m n m ............. EXISTING CONTOUR ° PROPOSED CONTOUR > m q V CURB INLET 0 GRATE INLET `D STORM MANHOLE .... STORM PIPE -„„) EXISTING GRATE INLET ' PROPOSED YARD DRAIN _ PROPOSED HEAVY DUTY ASPHALT SE SEE SECTION,ON, SHEET C7.0 PROPOSED ASPHALT PAVEMENT SEE SECTION, SHEET C7.0 DRY POND EROSION CONTROL NOTE' 1. SEDIMENT CONTROL MEASURES SHOULD BE EMPLOYED DURING THE CONSTRUCTION PROCESS TO KEEP THE POND FROM RECEIVING SIGNIFICANT AMOUNTS OF STORMWATER RUNOFF FROM THE SURROUNDING CONSTRUCTION SITE THIS RUNOFF IS UKELY TO CGNTAIN SUSPENDED FINE-GRAINED SOIL PARTICLES THAT CAN IMPEDE THE INFILTRATION CAPACITY OF THE PONDS IF ALLOWED TO SETTLE OUT ON THE POND BOTFOMS. IF DEWATERING EFFLUENT OR STORMWATER RUNOFF FROM THE ACTIVE CONSTRUCTION SITE IS DISCHARGED TO THE POND, CONTRACTOR SHALL SCRAPE AND REMOVE FINE-GRAINED SEDIMENTS THAT HAVE ACCUMULATED ON THE POND BOTTOM, AND REPLACE WITH SUITABLE SOIL TO THE PLAN SPECIFIED GRACE ELEVATIONS. REWIRED DEPTH OF SCRAPE AND REMOVAL SHALL BE DETERMINED BY G-EOTECHNICAL ENGINEER. MITERED END PER FDOT INC 49 LF OF 247 RCP O PGD NOTES: 1. REFER TO DRAINAGE SHEETS C5.1-05.2 FOR ADDITIONAL STORM STRUCTURE INFORMATION. 2. All STORM SEWER PIPING MATERIALS SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARDS AND SPECIFICATIONS. 3. CONNECT ALL ROOF DOWNSPOUTS TO 6-INCH HOPE LATERALS CONNECT LATERALS TO 18-INCH HOPE TRUNK LINE EXTENDING TO STRUCTURES WITH MIN. 1.0% SLOPE, MIN. 16' COVER. 4. ALL DRAINAGE PIPES SHAM BE FILTER FABRIC WRAPPED PER FOOT INDEX /280. 5. FOR EROSION CONTROL NOTES AND DETAILS, REFER TO GENERAL NOTES SHEETS C1.0-CT.i AND SWPPP SHEETS C2.1-C2.2. 18' THICK RUBBLE 1 53O PLACE 4-FT AT \ 2-FT AROUND MES. GEOTECH NOTE: 1. CONTRACTOR TO FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED VATHIN THE SUBSURFACE SOIL EVILORATION GEOTECHNICAL ENGINEERING REPORT PERFORMED BY PSL, DATED NOV. IS, 2017. DATUM NOTE: 1. THE ELEVATIONS AS SHOWN HEREON ARE BASED ON THE NORTH AMEIRICAN VERTICAL DATUM OF 1988 (NAND 88). PROPOSED DRY STORMWATER POND /2 TOP - 120.00 BOTTOM - 115.50 r CONTROL STRUCTURE - 11 B.OY1 ;(SEE DETAILS SHEET C7.7) y4> t2SYYl PROPOSED RUBBLE RIP RAP ` PLACED ON TYPED 2 O:OTEXDLE PER FOOT _ INDEX #199 'C ellgl PROPOSED 4' THICK 3Y , CONCRETE OVERFLOW WEIR \ (SEE DETAILS SHEET C7.1) ' -= ..- a / �1 i 120 I 119 118 � 117 ne ' 75.5, 0 v. y a V " PROPOSED DRY \ 5• STORMWATER POND JIB TOP - 120.00 7 I BOTTOM iiS.50 25YR/24HR - 119.01 I •a.? ! 18- THICK RUBBLE RIPRAP (FOOT �s7. 512E I AGGREGATE) PLACED ON N TTPE D-2 OEOTEXTNE PER FOOT 281 ANTI STANDARD j (INDEX SPECFICAOCN 530. PLACE hFT AT �r ''•BOTTOM AND 2-FT AROUND MES. 1 ci+ IT = LI ,a MITIERED ENO SECIICN PER FOOT INDEX 1272 INV- 115.50 R i ! hi I i I NORTH GRAPHIC SCALE IN FEET 0 15 30 60 m1� `Zk Aft u�---- __-- -__-- -- - - ' •. Jy � 36 INN. MES p EL=132.00• IT`1AYn Vy TL CONCRETE TOP PE 3 0 N- TIN EN NE _ Af � �INI ME9 EL=131.83' � \ I Jl I I li l 1 I 11 ?v 2L. ITRR KAR RIM c n-RiM3c)S,'�i °}}q° - 'iyft" 4� , e sAk I s :m -z � KI AS �i...la u' CA! 10 `` � aa',1 Cf� lit 7 _ ;('; 1 cyErrs,Rta ,Tt� vIr f `' if i Y. f �I�I1 r'Pmlre{i PaLHIc lG Ir Io - FUMI_ T �Eli ?. CHFNRYI ; 3 nA 2a Pu7n :1F1 r1a 11. Div n 1,3 1 tHCfi i-.r„ C i, {1 Ci rFRR 1,o =,+rsn r`�1 EROA { I �� f01 <iC T i FI IE1 " h'1RYa �.. �� c::ERF ' } --Irk. •�,-, 32�� ;t wIE12 �,,wLil y q ,a-, o L_ -1hEi2 �' . �C c Pu t, i' yy h' Y ?". O Ll' cry ,�t2 anula o,I� �r w 11_s ?1l I.= cur i„aOAKPUT '",1.+'� �a CH RP YIS SR 1mk 0, a11 3,lirr: - ENa1LrR a 0a :IS OU � ,{";>4<c.OA TDP OF WALL- . OAK 1 D WALL 12700 -E AT WALL= PAL 1T 4(-CF RRY:b �y LI1`j i 11 1. .m 132 c 131E .. I 1T6 133 1340135. 138 �1 F„1 1 CHIRP,n svlln+ MATCHLINE SEE SHEET C5.1 Al o JILL two fun business days before Yau diem I'm unde mend utBMes ported aA ..dd. cTC_ TER, 11110(pSMR J o Q 0 UN LL LL CW Lu G �LuO W Q w U O W W O U LO 0 1- O v) F- U SHEET NUMBER C5.2 _ GENERAL UTILITY NOTES, 1. THE ELEVATIONS AS SHOWN HEREON ARE BASED ON BENCHMARKS PROMDED BY EL IS SURVEYS, LLC. NATIONAL GEODETIC VERTICAL DATUM OF 1988. 2 ALL EXISTING UTILITIES HAYS BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT WITH OW MAINS. 3. ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE E PRIVATELY OWNED AND MAINTAINED. 4. MAINTAIN A MINIMUM OF 3 FEEr OF COVEN ow R ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER ONES. - = 5. CONTRACTOR TO COORDINATE PROPOSED TRANSFORMER / LOCATIONS AND ELECTRIC SERVICE VNTH POWER COMPANY AND OWNER. TRANSFORMERS AND SEANCE / ONES SHOWY FOR INFORMATIONAL ONAI PURPOSES ONLY. DESIGNED BY OTHERS. 8. CONTRACTOR TO COORDINATE TELECOMMUNICATION/ SEANCE LINES NTH SEANCE PROVIDER AND OWNER. / DESIGNED h PERMITTED BY OTHERS 7. CITY OF OCOEE AND ORANGE COUNTY UTILITY ASSET TABLES ARE LOCATED ON SHEET C6.3 rryyy/ ° GENERAL FIRE SERVICE NOTES- 1. ALL UNDERGROUND MAINS SERVING FIRE HYDRANTS OR c FIRE PROTECTION SPRINKLER SYSTEMS ON PRIVATE ° PROPERTY MUST BE PERMITTED PRIOR TO INSTALLATION. E THE DRAWNG SHALL INDICATE THAT ALL UNDERGROUND ° FIRE MAINS MLL BE INSTALLED IN ACCORDANCE WITH NFPA (, 24 (2013 EDITION, 'STANDARD FOR THE INSTALLATION OF E PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES'. [RAG. 69A-60008(2)] 2. ALL FIRE SERVICE MAIN LOCATE) DOWNSTREAM OF THE FIRE POINT OF SERVICE (POS) SHALL BE INSTALLED BY A QUALIFIED AND LICENSED CONTRACTOR. CONSTRUCTION AND MATERIALS SHALL COMPLY WTH APPLICABLE FIRE CODE CONTRACTOR TO VERIFY REQUIREMENTS WTH - ORANGE COUNTY ORANGE COUNTY UTILITIESEM' DEPARTMENT PRIORR TU STOP GRAVING flEVIEW. `. 3. FIRE DEPARTMENT CONNECTIONS SHALL BE PER NFPA 24. SEC 5.9.11 AND SMALL NOT BE LOCATE) MORE THAN 100 y FT FROM THE NEAREST FIRE HYDRANT. [NFPA 14: 6.3.5.4] 4. PROVIDE SGNAGE, INDICATING ITS LOCATION AND THE POND #1 BUILDING IT SERVICES FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.). S. CURB IN FRONT OF HYDRANTS AND F.D.C.'S SHALL , COMPLY NTH OCFRO STANDARD 6009. POTABLE WATER UTILITY NOTES• E 1. ALL POTABLE WATER UTILITIES SHALL BE IN ACCORDANCSTANDARDS NTH ORANECIR A COUNTY UAUAES (OW) STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL - BE RESPONSSLE TO BE FAMILIAR NTH THESE I STANDARDS. 2 REFER TO ORANGE COUNTY UTILITIES (OCU) STANDARD NOTES & DETAILS. SHEETS C&O - C8.2. m S ALL PVC USED FOR INSTALLATION BY DIRECTIONAL a DRILL MUST BE DR18 CERTAINTEED PIPE WITH \ w ° CFRTA-LOK RESTRAINED JOINTS. Zr„\ E \ SANITARY WASTEWATER UTILITY NOTES- PROP OF \ OCOEE UMUTY I. ALL SANITARY WASTEWATER UTILITIES SMALL BE IN EASEMENT 21 PVT' RE I ACCORDANCE WIN ORANGE COUNTY UTILITIES \ \ WA STANDARDS AND CONSTRUCTION SPECIFICATIONS 2'-90' BEND (RW-2) I MATCHLINE SEE SHEET C6.2 FUTURE DEVELOPMENT PROPOSED UTILITY INGRESSAGRESS E-24 FIRE SPRINKLER SERVICE FOR 10' PVC FIRE LINE (DESIGNED B-3 (DESIGNED & PERMITTED, BY OTHERS) BY OTHERS) 10'x6' CONICAL PROPOSED 2" RECLAIMED E-23- WATER STUB -OUT FOR 8_3� REDUCER C-4 E 16 ll ' BEN (R 4) I E-18 2--90' BEND (RW-5) 10'-90' SEND 10'x4' TEE W/ 10" GALE VALVE AND J FIRE HYDRANT a GATE VALVE i I ASSEMBLY (FH-2) PVC LINE rER E�FUTURE DEVELOPMENT o MANUAL, ED. FEE. % 2011.' CONTRACTOR SHALL BE N 2' kiE-YALa£_(RGV-1.. I �'- 20' PRIVATE SANITARY g RESPONSIBLE TO 9E FAMILIAR WITH THESE STANDARDS. - SEWER EASEMENT n x o m 2 REFER TO ORANGE COUNTY UTILITY DEPARTMENT a STANDARD DETAILS, SHEETS G&0 - C&2 nI E-14 -18 i E-17 251 LF OF 8' PVC 0 1.25% 207 LF OF 8" PVC 1 _ ___= s _�� 5= 5 s _�� __ ___ ______ _ J. ALL CLEAN -OUTS WITHIN THE PAVEMENT SHALL BE S H-20 TRAFFIC BEARING. \ _ _ 53 RV AV -RV V V ROPOSED CITY OF �POCOEE UTILITY EASEMENT 52 n RECLAIMED WATER UTILITY NOTES, 0 0 1. ALL RECLAIMED WATER UTILITIES SHALL BE IN . E 20 Y c ACCORDANCE WAR THE CITY OF OCOEE UTILITIES r `�-• .,a.._ _.... "'a--�" ..�-rr _ _RI A I STANDARDS AND CONSTRUCTION CONTRACTOR SHALL -' PROPOSED RECLAIMED- -` BE NDARDS.IBLE TO BE FAMNAR WTH THESE CONNECT TO WATER STUB OUT FOR a STANDARDS (45 IF OF e PVC 1D 5.65X EXISTING RECLAIMED FTEEUTURE DEVELOPMENT 2. REFER TO CITY OF OCOEE STANDARD DEWLS, SHEET ' 8"PVC (SEWER) ORE BORE PRIVATE ) CU'3' [XISTING MANHd.E (APPftOYcD 3. TOTAL AREA TO BE IRRIGATED WTH RECLAIMED WATER: TINDER OCU PERMIT /48545) FOUNTAINS WEST BOULEVARD t 39,036 SF. 1NVm 719.75 a° SANITARY w CY 4. ALL PVC USED FOR INSTALUTIONBYDIRECTIONAL MANHOLE w' MANHOLE (RIGHT OF WAY VARIES) N RIAI-726.59E DRILL BUST BE DR78 CERTAINTEED PIPE WINN.RIM 59' S.I.E. 718 40' < CEATA-LOG RESTRAINED JCINES. N.I.E. o V/.LE. 118.59E d W.1 E 1�19.13 EXISTING 8' PVC SLE. 111928E MAIN IMED WATER / SANITARY SEWER STRUCTURE TABLE STRUCTURE DETAILS: NAME: SANITARY MANHOLE TOP: 136,30 51 N. INV IN: 127.58 (8' PVC) W. INV OUT: 127.78 (8- PVC) SANITARY MANHOLE TOP: 129.25 S2 E. INV IN: 125.71 (a' PVC) W. INV OUT. 125.fi1 (a- PVC) SANITARY MANHOLE TOP' 125.83 S3 E. INV IN: 122.47 (8' PVC) S. INV OUT: 122.37 (8- PVC) SANITARY MANHOLE TOP: 134.35 S4 N. INV IN: 120.40 (B' PVC) W. INV IN: 129.40 (8' PVC) S. INV OUP. 128.30 (B' PVC) SANITARY MANHOLE TOP: 134.19 S5 W. INV IN: 129.22 (e' PVC) S. INV OUT: 128.85 (8- PVC) SANITARY MANHOLE 56 TOP: 133.35 N. INV IN: 130.01 (6' PVC) E INV OUT: 129.91 (a- PVC) SANITARY MANHOLE TOP: 134.00 S7 N. INV IN: 120.19 (8' PVC) E INV IN: 128.19 (6' PVC) S INV OUT: 128.09 (a' PVC) UTILITY MAINS CROSSING TABLE Ocoee Self'Storage - Commercial Crossing :Top Pipe Bottom Pl.. (#) Type Size(e) I Invert IllottarrI Type I Size(in) I Crown Clearanrn tft. 1 Sanitary 8" PVC 1 129.86 1129.231Storm 24" RCP 128.23 100 2 Water 2" PVC 129.97 129.72 Storm 30"PVC 128.72 L00 3 Sanitary 8"PVC 130.21 129.S6 Sanitary 6" PVC 128.48 1.OB 4 Reclaimed 2" PVC 1 128.78 1128.481 Storm 24" RCP I]27.48 100 Self Stora e Needed Fire Flow TUFF per NFPA 1 Uniform Fire Code Handbook, 2012 Edition Building Fire Area- 102,600 SF Building Type(per NFPA 220 = 11111 Associated Min. Required Fire Flow= (per Table 18.4.5.1.2 of the NFPA 1 Uniform Fire Code Handbook) 4,500 GPM Fire Sprinkler - Yes or No= (75% fire sprinkler credit, if applicable) Yes Minimum Fire Flow Re uired= 1,125 GPM Fire Flow Provided= 1,125 GPM P.O.S 8' DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DOC IA-1). F IIIII®F ®1 Fes, � FIRE HYDRANT .. ASSEMBLY (FH-3) ..... ... 10".6" CONICAL ' '. • •'•'•'.' REDUCER 8'-90. 8EN_ I sj• • • •. Z' PVC WATER C SERVICE CO.0 FOR 8-3 . .. INV=129.83 C-1 .. 9 LF OF 6' PVC 0 2.009 - . Pvc a-90' SEND VATER LINE 173 LF OF a PVC ®0 40% s s 5 1TEE ES (2) 10' GATETE VALVES 1O'z4' TEE W/ 4' GATE VALVE-� ('- . •. FIRE SPRINKLER SERVICE FOR FOR B-2 (DESIGNED & PERMITTED BY OTHERS) 2' PVC WATER STUSGUT FOR B-2 27 LF OF 6" PVC 0 2 00Y . 28 LF OF 8' PVC 0 0 40X r rtl. 2'-90' BEND 10'-9P BEND .. j- .. ,e A,. 10' PVC FIRE LINE (DESIGNED BY )THERS) .. . 53 LF OF 9PVC 0409 ... '�': 10'x6- TEE W/ 6' GATE VALVE I„ s EXISTING 16 D.I.P. WATER MAIN ��AVRk EXISTING 12" PVC_ RECLAIMED WATER MAIN 12'xi2"xIV" TEE (WM-5) NTH 10'xa' CONICAL REDUCER (MACR-3) 12' PVC WATER - F_ -I - -I MAIN 12"A2'x6' TEE (WAY-3)_/ VAIN e'%2' CONICAL REDUCER (YAACR-1) 12'x12'x6' TEE (CUM-4) WTH 6'x2- CONICAL REDUCER (YAACR-2) POSED unuTY RESS/EGRESS PROPOSED SELF STORAGE 3-STORY 34,200 SF EACH FLOOR F.F.= 135.50 �_110 LF OF e" PVC 0 0.40% FIRE F.D.C. SERVICE UIRE FOR B-1 (DESIGNED & 10' BEND PERMITTED BY OTHERS) FIRE SPRINKLER SERVICE FOR S-f (DESIGNED & PERMITTED BY OTHERS) 2- PVC WATER SERVICE C.O. FOR B / F OF 33 LF Of /-fi' PVC 02.00X INVY 128.97 2"-SO' SENDP 0 sl2 PVC WATER LINE 8 F OF -6 "PVC 92.00Xn^ 2'-9O' BEND (RW-1) 10'-45' BEND 1 n l 15 REUSE WATER METER (RM-7) 10'-99 BENE E-2 E-3 1210' BENEL (WA-% E RBFQSH>I CITY OF SEE_ SEAENT1j E-4 F.D.0 FOR B-1 w :l-E- Cl L nnc nrurtAarr `CROSSING UC-1 Ep�ORCE MAIN ASSEMBLY (FH-1) 12' PVC ' 2' PVC RECLAIMED I' WATERWATER LINE LINE .....{DIRECTIONAL DRILL ( ' 2' WATER LINE N RvR� av-nu-Rv Rv-ftV RVw-R -au�Rw PROPOSED WATER STUB -OUT FOR FUTURE DEVELOPMENT 2' WATER SERVICE WTH 5/8- METER (WM-3) AND 2' SACKFLOW PREVENTER 12'x2' CONICAL REDUCER (WMCR-4). 12'-90' BEND NORTH GRAPHIC SCALE IN FEET 0 15 30 60 20 LESS,J z m -d O1 N o e �z o a o o=-o cr a a� o I D TRANSFORMER. T T a FOR INFORMATIONAL -SON . DESIGNED s x I17TE1 BY OTHERS )CATION BY POWER Y. CONTRACTOR TO ry o 3 PAD REQUIREMENTS 3RDINATE ELECTRIC ® P.-® © , rn WIN ER $ :OMPANY. PROVDE (TW.) ZO W Z 'BEND BEND PROPOSED w r' OCU UTILITY •-2'-45- BEND EASEMENT BEND E 1 F rn 5 ¢ O O O O I c0 \ N o� Z N 3 i I h o 0 0 \ WET TAP EXISTING /6- DIP WATER MAIN `? `WTH 16'x12' TAPPING SLEEVE (YAM 1)._ AND 12. TAPPING VALVE (WWI-1 TAP EXISTING 12' PVC RECLAIMED wa w� Ir: WATER LINE WITH 2' SEANCE TAP AND 2 GATE VALVE (RGV-1). 0IREC119NAL DRILL NOTES LEGEND I. ANGLE OF ENTRY SHALL NOT EXCEED 15 ........... ...... ... _.._.. EXISTING WATER MAIN DEGREES, AND SHALL NOT EXCEED THE MANUFACTURER'S RECCMMENDATIONS ON EXISTING FORCE MAIN DEFLECTION, ANGLE, OR RADIUS OF CURVATURE Q (REFER TO THE OCU SPECIFICATIONS MANUAL ......_.. .. - -__ EXISTING REUSE WATER MAIN O SECTION 2113, PART 3, AND SECTION 31115, PART EXISTING STORM PIPE J O EXISTING FIRE HYDRANT 2 THE EXIT ANGLE SHALL BE BETWEEN 6 TO 12 DEGREES TO FACILITATE PULLBACK, AND SHALL -W -W PROPOSED WATER LINE NOT EFLEE0 MANUFACTURER'S RECOMMENDATIONS _�_�,_ ON DEFLECTION ANGLE, OR RADIUSIUSOOF PROPOSED RECLAIMED WATER LINE CURVATURE (REFER TO THE OCU SPECIFICATIONS PROPOSED FIRE LINE LL LU MANUAL. SECTION 2113. PART 3) }�}p J 3. COMPOUND CURVATURE MAY BE USED, BUT SHALL 'M PROPOSED FIRE HYDRANT LIJ NOT EXCEED THE MAXIMUM DEFLECTIONS. AS SET # PROPOSED F.D.C. I , ' /•L FORTH BY THE PIPE MANUFACTURER OR AWWA -s -s - PROPOSED SANITARY LINE LLI v/, 73 STANDARDS, VMICHEVER IS MORE STRINGENT. (REFER TO THE OCU SPECIFICATIONS MANUAL UlJ O SECTION 2113, PART 3) ® PROPOSED SANITARY MANHOLE ¢ UJ r 4. CONTRACTOR TO ENSURE MINIMUM RADIUS DIRECTIONAL GRILL a_ a_ VW COMPLIES NTH OCU SPECIFICATIONS MANUAL L.L TABLE 3115-2 (REFER TO THE OCU U UE SPECIFICATIONS MANUAL, SECTION 3115, PART 3). , UTILITY ECRESS/INGRESS O W W O U O O O Alwrys.118111- 1W1 bulness drys barareyvu d" (n } h-wde rda Iftl. ladled and Md. �Blfloog&am Go 0 WD� SHEET NUMBER U C6.1 E MATCHLINE SEE SHEET C6.1 NOTE 1. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT WITH OCU MAINS. 2, ALL UTILITIES (INCLUDING PUMP STATION) LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBUC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. 3. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. REFER TO THE FOLLOWING SECTIONS FROM THE 2011 OCU MANUAL: SECTION 2210, PART 4. A - WATER MAINS; SECTION 2310. PART 5, B - GRAVITY MAINS; SECTION 2311, PART 4, A - FORCE MAINS; REFER TO CITY OF OCOEE ENGINEERING STANDARDS MANUAL ARTICLE 32 - RECLAIMED WATER SYSTEM. 4. MINIMUM VERTICAL SEPARATION IS TO BE MAINTAINED FOR ALL PIPE CROSSINGS AND AREAS WHERE PIPES 00 NOT MEET MINIMUM HORIZONTAL SEPARATION. 5. ORANGE COUNTY UTILITIES AND CITY OF OCOEE ASSET TABLES ARE LOCATED ON SHEET C6.3. LEGEND NORTH _........ .._._ __. .. -._. EXISTING WATER MAIN -�v.--- EXISTING FORCE MAIN -------- --.-- EXISTING REUSE WATER MAIN GRAPHIC SCALP IN FEET EXISTING STORM PIPE 0 16 .30 60 ., EXISTING FIRE HYDRANT —w w PROPOSED WATER LINE —mq—Pw— PROPOSED RECLAIMED WATER LINE —F F PROPOSED FIRE LINE PROPOSED FIRE HYDRANT # PROPOSED F.D.C. —s —s — PROPOSED SANITARY LINE Q PROPOSED SANITARY MANHOLE E _- ......... ,_... r. Alwrys a11631R fun busload days befem Wu d4m naveundams dummeswaledand mad.ed. Mini[ O ° a & Q 0 J 0 Q � U ry LL I Lu Lucw75 U)WO QWU d O O Q W O I— o cl) I- U SHEET NUMBER C6.2 0 0 w 12O' Max. 120' Mvx. 30' Max. 30' Mvx. 39' M... A D 0 0 0 D E 0 D F D 0 A/ A B C 8 C B C B C B A 16' 15' 5' 5' 5' I 5 5 1 }' }.� 5 S I 6 15' VI v 15 j Retvm N �Curtbvm v E Nrnouf Or Other Rigid Strwvtvr \ -Tumavt lX Other Rigid Strvcture SAWED JOINTS EXAGGERATED SCALE OPEN JOINTS LONGITUDINAL SECTION SIDEWALK JOINTS _ A (Utility P°le, Ex.) W°Ik.l... d (3' Min.) Existing sidewalk A Sidawvlk —T— 5 ewvl Uli lit Sill Tumvut —Utgit SW E.letln9 A— Tumvut Or Sldaatreat SIDEWALK WITH UTILITY STRIP (Ponta RatMm shown) NTS JOINT LEGEND FOOTNOTES A- I.EXPANSON JOINTS (PREFORMED JOINT FILLER) ALL 1/2' JOINTS SHALL BE CONSTRUCTED WITH PREFORMED JOINT FILLER. ° B- DUMFORMY JOINTS, TOOLED • 1/8'OPEN JOINTS PLACED AT EQUAL 20' MAX. INTERVALS FOR S, C-{Rl FORMED OPEN JOINTS DRIVEWAYS OVER 20' WDE. JOINTS INCURBAND GUTTER TO E 0-(j'SAW CUT JOINTS, 4' DEEP (96 HOUR) MAX. 5' CENTERS MATCH JOINTS IN DRIVEWAYS. E-1. SAW CUT JOINTS, III' DEEP (12 HOUR) MAX 30' CENTERS F- EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEI DS 120' DRI EWA'Y 0' S4T CPTSHALL BE OF A UNIFORM WIDTH (W) AS SHOG- COLD JOINT VAIN BOND BREAKER, TOOLED GENERAL NOTES SIDEWALKS SHALL BE CCN51RUCMD IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION N0. 522 EXCEPT FOR CURB CUT RAMP RUNS WHICH SHALL BE FINISHED IN ACCORDANCE WITH INDEX NO. 304. BOND BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEEEET7 MEMBRANE OR PREFORMED MATERIAL - HAVING A THICKNESS OF NOT LESS THAN 6 MILS NOR MORE THAN 1/1-. CONCRETE SIDEWALK DETAIL NTS 1.5' TYPE 5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE UMEROCK BASE 8' UMEROCK/CRUSHED CONCRETE BASECOURSE (LSR 100) - OR SOIL CEMENT (350 PSI DESIGN OR EQUIVALENT) 12- S ABIUZED SUBGRADE (LBO 40) IF UMEROCK/CRUSHED CONCRETE BASE IS USED OR A SUBGRADE COMPACTED TO 989 OF THE MATERIAL'S AM D-1557 MAXIMUM CRY DENSITY IF SOIL CEMENT IS USED AS BASE MATERIAL TYPICAL LIGHT DUTY ASPHALT PAVEMENT SECTION NTS NOTES 3/4' CHAMFERED EDGE 8' 6 - 0 20' —L— 24' 20' 3'MO. PARKINGOftIVE AISLE PARKING SPACE 2' 12' LANE LANE Na 4 BED, ta' Lmq ( T.. Per Gvvrd } TYPE '0' CURB PER FOOT INDEX #300 TYPE '0' CURB PER FDOT 111). #300 WHEEL STOP WHEEL STOP ugNT DUTY ASPHALTPAVEMENT —M UCHT DUTY ASPHALT PAYMENT SECTION (SEE DETAJL PROFILE (TYP.), FRONT VIEW (SEE DETAIL THIS SHEEN NTS NTS MEDIUM DUTY ASPHALT PAVEMENT SECTION (SEE DETAIL THIS SHEET) PARKING AREA TYPICAL SECTION N.T.S. 12' WELL-DRAMED GRANULAR sUBGRADE COMPACTED TO MIN 98X OF THE MATERIALS AASHTO T-180 MAXIMUM DRY DENSITY 7' CONCRETE PAVEMENT, 28 DAY MIN r1DIUM BROOM FINISH COMPRESSION STRENGTH OF 4000 PSI HEAVY DUTY CONCRETE PAVEMENT DETAIL NTS 2' TYPE 5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE UMEROCK BASE _ 8' UMEROCK/CRUSHED CONCRETE BASECOURSE (LBR 100) OR SOIL CEMENT (350 PSI DESIGN OR EQUIVALENT) 12- STABILIZED SUBGRADE (LBO 40)IF UMEROCK/CRUSHED CONCRETE BASE IS USED OR A SUBGRADE COMPACTED TO 98X OF THE MAIEW" ASTM 0-1557 MAXIMUM DRY DENSITY IF SOIL CEMENT IS USED AS BASE MATERIAL TYPICAL MEDIUM DUTYMEDIUM DUTY ASPHALT PAVEMENT SECTION NTS PARKING BY DISABLED PERMIT ONLY $250 FINE F.S. 316.1955 ROUND SIGN POLE PER 1 G.1 INDEX d 11660 & t1861) GRADE I. ALL LETTERS ARE 1' SERIES 'C' PER MUTCD. Z TOP PORTION OF SIGN SHALL HAVE REFLECTORIZPO (ENGINEERING GRADE) BLUE BACKGROUND WTH WHITE REFLECTCAIZEO LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE AEPL RECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE No PCATION 9G1 SHALL HAVE A REFtECTORIZED (ENgNEEAING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. S. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE 0. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 CP THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP SIGN DETAIL NTS 705 Detectable Warnings 705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall comply with 705. 705.1.1 Dome Size. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch (23 mm) minimum and 1.4 inches (36 mm) maximum, a top diameter of 50 percent of the base diameter minimum to 65 percent of the base diameter maximum, and a height of 0.2 inch (5.1 mm). 705.1.2 Dome Spacing. Truncated domes in a detectable warning surface shall have a center -to - center spacing of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum, and a base -to - base spacing of 0.65 inch (17 mm) minimum, measured between the most adjacent domes On a square grid. 705.1.3 Contrast. Delectable warning surfaces shall contrast visually with adjacent walking surfaces either light -on -dark, or dark -on -light. top diameter of 50%-65% of the base diameter base diameter d 0'2 0.9-1.4 (23-36 mm) 5.1 (a) elevafion (enlarged) 1.6-2.4 41-61 0.65 min 1.6-2A 17 �4-41E1 0 0s kf 0 0 0 0 (b) plan Figure 705.1 Size and Spacing of Truncated Domes 705.2 Platform Edges. Detectable warning surfaces at platform boarding edges shall be 24 inches (610 mm) wide and shall extend the full length of the public use areas of the platform. ADA DETECTABLE WARNINGS DETAIL NTS NOTES: 1, DETAIL PROVIDED PER (2010) ADA STANDARDS FOR ACCESSIBLE DESIGN. 2. CONTRACTOR TO MAKE SURE THE COLOR OF THE DETECTABLE WARNING MATS TO BE RED. 3 O o to a oto ¢ \ a m m m Q r a 3 16 L J Q U C/)ry W Z �. r W U) W U Z O U O J 0 Q O ry LL L1J _ _I LIJ Lu U) TWO QLUU d. OELI � UI O LO 0 f O H U SHEET NUMBER C7.0 - I m S00 SEED & MULCH BOTTOM SOD Q F `o J w E ? 36 10 16' VARIE 15' 10' --SOD 8.28' 20281 500— FI o m S, TOP EL 120.00 o E CONTROL WEIR w I n OP E 0 E 00 EL 118.26 �4' THICK CONCRETE �. ° OVERFLOW WEIR V _ _ _ _ _ _ �- 251R HR EL. 118.62 24DRY POND #2 BOTTOM EL. 115.50 —_ .... ._ .. _ . .. _... ..._. __ ....... __ ... _. ......._. (300MESH E PSI MIN. W/ FIBER MATCH z lz SECTION C- C 5 ..._ . - EXISTING o s GROUND OVERFLOW WEIR MATCH E%ISTING NTS EXISTING GROUND - GROUND _ POND #2 SECTION A -A NTS E SCD SEED &MULCH BOTTOM SOD BERM OUTSIDE SEED k MULCH BOTiOA S00 3 A OF CONCRETE WEIR rc a Z � o �50 I�-10'--}-30' VARIES 16.2' 36.2b�76.2' VARIES 30'—F-10'-y m SEED @MULCH BOTTOM I _ u �[27 �10 y-30 VARIES i0y I- -I _ TOPE 120.00 10 _ 25YRL4HR E . 118.62 Ieu.uu .. .. ..... ... ..TOP EL. 1: _ 25YR 24HR-E:'119:01_ I MP I _ _ DRY POND 1B BOTTOM R. 115.50 MATCH EXISTING GROUND EXISTING GROUND POND #1 B SECTION B-B NTS GROUND POND #1A SECTION E-E NTS II 1. 71550 - - .._ -_. _N _..._ DRY POND Z BOTTOM EL 115.50 Z � EXISTING GROUND-' 6' WIDE x 72' DEEP TOE MATCH EXISTING o � Q o 0 AROUND PERIMETER 4' THICK CONCRETE pp0pO5E0 RUBBLE RIPRAP GROUND a OVERFLOW WEIR (3000 PSI MIN. W/ FIBER PLACE ON TYPE 019 GEOTE%TILE PER FOOT INDEX �'199 MESH REINFORCEMENT) N o N U < o w SECTION D-D a w DRY POND #1/DRY POND #2 TRANSITION Rmo NTS w ! mommm Y ¢ a � (W9 Y m z 3 N o 3 momm U) ITING BRACKET �� 2'-O' x 3' x 3/8' j - BENT ALUM. PLATE W/ 7/18' DRILLED HOLES. a 3 U O w UO O N 1/8- THK. ALUMINUM ^ N G to -OR FIBERGLASS SKIMMER BLADE t0 Q m 2� a 0 \ N Q m sz `\\ O - NOTE 1. FASTEN SKIMMER BLADE TO MOUNTING STRAP W/ 3/8- GALV. BOLTS k FASTENERS. Q 2. FASTED! MOUNTING BRACKETS TO STRUCTURE W/ 3/8'x4' EXPAN. ANCHOR BOLT @ FASTENERS. z O SKIMMER MOUNTING BRACKET NTS cj� co - WELD CORNERS W �I SKIMMER MOUNTING BRACKET MOUNTING BRACKET W IRATE GRATE 6' WIDE WEIR 5 TOP OF SKIMMER ELEV, 118.75 TOP OF SKIMMER ELEV, 118.75 G TOP OF INLET ELEV. 118.25 TOP OF IN ELEV. 118.25 rill I 6' WADE WEIR ELEV. 117.55 i 6' WIDE WEIR ELEV. 117.65 O I BOTTOM OF SKIMMER ELEV. 117.15 BOTTOM OF SKIMMER ELEV, 117.15 -ice i i I L/J t% 24. ll RCP /{ // 24' PIPE INV. 112.30 CONTROL STRUCTURE DETAIL USE TYPE 'C. DITCH BOTTOM INLET N.T.S. F.D.O.T. INDEX NO. 232 24' PIPE INV. 112.30 Q _I Q o U LL Lu J, —w3 W(g73 U)WO QWU a-00 W O 0 O U) } U SHEET NUMBER C7.1 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA IDATE: Febuary 11, 1111 GENERAL NOTES OCU GENERAL NOTES: 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS, 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION ATLEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING MOT) 254-9798. 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. 6. ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECTSHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. T. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIRALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN ATIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. B. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS, OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE ODD INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL I APPENDIXA DATE: February It 2mi RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTINGS) TYPE PIPE SIZE PVC DIP 4" 6" W 10" 12" 16" 20" 24" 30" 36" 90° BEND 25 36 46 55 64 65 77 89 105 120 45° BEND 10 15 19 23 26 27 32 37 44 50 22-1/2' BEND 5 8 9 11 1 13 13 15 18 21 24 11-1/4' BEND 3 4 5 1 6 1 8 7 8 9 10 12 PLUG OR BRANCH OF TEE 53 74 97 117 135 138 166 194 231 265 VALVE 27 38 49 59 68 69 83 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL (NONE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC, FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BYA FACTOR OF 125. DATE: February 11, 2011 _GENERAL NOTES 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING ANDIOR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 12. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER. IT FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE A LE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS, 15. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS, MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. GENERA FIGURE GN_ ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 THRUST COLLAR (150 Psi) FIGURE A105.1 WATER AND RECLAIMED WATER MAINS TRENCH _ ....._ .... _. _.. LIMITS z / #4 BARS @ 6" O.C. ALL 1 AROUND (MIN 2" CLEARANCE AROUND PIPE) _ 9" MIN (TYP) A TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS 4" X 4'X 1/2' STEEL (SEE SCHEDULE BELOW) BEARING PLATE IFF-'' MECHANICAL (TYP) ��1�C I JOINTS #4 BARS �• Ij UNDISTURBED EARTH= ENCASE TIE RODS IN D (9'-0" MIN) SEE TRENCH DETAILS 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI. 3. BEDDING, BACKFILL AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE II THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVE PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 150 PSI. 7. REQUIRED FOR LINE STOPS. SCHEDULE OF DIMENSIONS AND MATERIALS PIPE SIZE DIMENSIONS (FT.) TIE RODS REQ'D (INCHES) A B C f D DIA. NO. 6 2.0 2.0 1.0 314 2 8 2.5 2.5 1.0 314 2 10 3/4 4 12 5.0 3.0 1.0 314 4 16 6.0 4.0 1.5 314 4 20 8.0 5.0 7.5 3/4 6 24 NOTE: THRUST Wa COWRAREAG LBE/EF SOIL RESTMINTREPRING. TO aE COMPUTEOON BAEIS OF ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARD DRAWINGS GENERAL DATE: February 11 2011 BEDDING AND TRENCHING -TYPE A FIGURE A101 TRENCH WIDTH VARIES FINISHED GRADE W/SIZE OF PIPE � U N m X O ¢ x z � Z w SEE NOTE COMMON FILL l - PIPE O.D. 12"(TYP) INITIAL ! r SELECTCOMMON BACKFILL --0 FILL HAUNCHING m BEDDING MATERIAL - w w BEDDING m 0 (SEE NOTES 7 & 8 UNDISTURBED EARTH NOTES: 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOTNO. 57AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24' MAX (12" MIN) FOR PIPE DIAMETER 24"AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RAW UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS, ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS SET TOP OF VALVE BOX DRILL HOLE IN BOX TO FINISHED GRADE 3"t}" FROM TOP LOOP WIRE (SEE NOTE 4) FINISHED GRADE VALVE BOX PAD SEE FIGURE AT 12) COMPACTED SELECT ADJUSTABLE SCREW COMMON FILL TYPE DUCTILE IRON VALVE BOX SEE NOTE ALIGNMENT RING LOCATING WIRE RESILIENTSEAT �- M. J. GATE VALVE i WATER MAIN - OR RECLAIMED WATER MAIN //f 6'FDOT#57J V�VALVE BOX SHALL REST ON STONE BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE - CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN TOP FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUTAND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12"ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGETO ALLOW FOR FUTURE BOX ADJUSTMENTS. 5. REFER TO FIGURE Al 11 FOR INSTALLATIONS AT A DEPTH OF U OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE•Februa 11 ry 2011 BEDDING AND TRENCHING -TYPEB FIGURE A702 TRENCH WIDTH VARIES FINISHED GRADE W/ SIZE OF PIPE LL � m O � w SEE NOTE z m COMMON FILL PIPE r F 12" (TYP) ? NITIAL F SELECT COMMON BACKFILL O FILL w UNDISTURBED EARTH L HAUNCHING IJ (SEE NOTE 3) NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98 % UNDER PAVEMENT) OF THE MAXIMUM DENSITYAS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILLCOMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAYBE REQUIRED AS DIRECTED BY UTILITIES. T 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX TIT MIN) FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE. February 11, 2011 TYPICAL VALVE BOX COVER FIGURE A110 a❑❑❑❑❑❑❑❑❑❑ no 0 no Donlan 00, 000 ❑❑❑ ❑❑ ❑❑❑❑❑ ❑❑ ❑❑D ❑D ❑ ❑❑ 00 00 ❑❑❑❑ ❑D❑ ❑❑❑❑ DOLE 0000 ❑❑❑ ❑❑D❑ D❑❑ -TYPICAL . LOCKING ❑❑❑❑❑❑D❑❑D BOLT ❑DDDDD IT ❑DOO 0.❑❑❑❑❑❑ DD D DOD li 00 0 ❑❑❑❑ cl ❑❑ Li 13 11 a NOTE CON TO USE CITY OF OCOEE DETAIL LTI 0' ❑D D D O❑ D ❑ SEE 94EET C&7 FOR DETAIL O ❑00 ❑OO❑ W❑D❑❑❑ ❑D❑❑OUQL❑GD❑ ❑DD❑DDDDD❑ ❑DQO ❑OD ❑U❑00 ❑ D00000 q ❑❑❑DDOD WASTEWATER DDDDDD❑0 EDDWDDD❑ OEDOD❑O❑ 0OD0O❑❑ ❑ODDD li 11 DD❑D POTABLE WATER NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. 3 U 0O O O O = awl�tD ¢ � m Z 0 D Z Uh UO F- - W h (D W W �Z-0 L1. 1J O r J o Q � (_5�/ U- L.L CW G W U) 2 cl)(y0 QWU O (D �( W O O O } F- U SHEET NUMBER C8.0 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE'February 11, 2011 SEALED VALVE BOX, ADJUSTABLE _.._ _._LOCKINr BOLT FIGURE A111 VALVE ALIGNMENT RINGc SLIDING _ ADJUSTER NOTES: 1. FOR ALL MAINS 6' DEEP OR GREATER. 2. FOR MAINS 16" IN DIAMETER OR GREATER REGARDLESS OF DEPTH. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 SEPARATION REQUIREMENTS FOR FIGURE A116 WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED POTABLE WATER RECLAIMED WATER WASTEWATER (GRAVITYSFM) STORM SEWER UTILITY HORIZ VERT HORIZ VERT FORE VERT HORIZ VERT POTABLE WATER 3 12" 3' 12" 6' 12" T 12"/18" OTE1 NOTE 18a NOTE NOTE) NOTE3 E1 a rvor3' s NOTE2 RECLAIMED 3' 12" 3' 3' 12 "(11" WATER rvMEt Sa N NO 12' El 12" NOTE1 PI WASTEWATER 6' 12" 3' 3' 3' 12"/18" (GRAVITY AND FM) NOTEa NOTE1 12" N3'1 12" NDTEz RIGHTOF WAY N/A 3 N/A NIA N/A N/A rvoTE1 Nor NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDEAN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), PAD AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11. 2011 VALVE BOX PAD FIGURE Al 12 24"X24"SQUARE (ROUND _-- OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYR EACH VALVE BOX WITH FINISHED VALVE BOX AND ---- ND GRADE ASPHALT LOCKING COVER - SURFACE BASE VALVE BOX AND COVER (SQUARE FOR RECLAIMED l :_ N �� WIRE WATER) \ VALVEBO ,. O/ AND COVER 1 6" THICK 2500 PSI (TYP) 'i (MIN) CONCRETE WITH I--- 2+- #4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4' THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT LETTERING TO BE MACHINE AO.C,UT ENGRAVED WITH; TOp' AFC 6" e NUFACTURER SEF CAP. LETTERS RWGV TYPEO—E WATER unutt L-20 DIRECTION ANO NUftaEft OF TUPNS 2009 YEAR IDENTIFICATION DISC a, MIN EXAMPLE r0"-I-- --{� ON THEFT PROOF 2009 N ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPTHYDRANTVALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAYBE USED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 _ _ _ FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.5' X 3.5' MIN 6" THICK CONCRETE FIXED CONCRETE EDGES (TYR) SHEAR PAD WITH FIBERMESH I 3' TO 5' I CONCRETE BOX SIDEWALK— CURSE BACKFILL DUCTILE IRON ROAD CONCRETE —ANCHORING TEE VALVE (REQUIRED AT DI ANCHORING ANCHORING TEE) COUPLING FOOT #57 STONE (6" MIN) SIDEWALK SIDEWALK —FIRE HYDRANT FIRE HYDRANT ASSEMBLY W- BEND ASSEMBLY EDGE OF PAVEMENT EDGE OF PAVEMENT POTABLE WATERMAIN POTABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS- RED; PUBLIC HYDRANTS -SILVER. 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 UTILITY MAIN MARKER FIGURE A113 COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) WHITE CAP [SOLVENT C WELD A P L U I I \ T P N I E E OVERALL O N VIEW. CALL BEFORE �DI�G�IG DISTANCE / TO MATH GROUND LEVEL CONCRETE 6"JT T BASE i I I I` t2'1 L6" NOTES: 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4" DIAMETER SCH. 80 OR DR18 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER. 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PIPE LOCATING WIRE FIGUREA114 LOCATING WIRE FINISHED GRADE I WATER, ( WASTEWATER, NYLON STRAPS, - OR RECLAIMED MAIN 3 PER JOINT F�— (SEE NOTE I) 1 LOCATING WIRE LEE] UEIF-Ea NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE(10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" AOVETOP OF COLLAR, 3. WI RE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. P- rp m 3 O w O N v 0 a D o D¢ re G S � 3 Q J � < O NU LL N J cW LU cG W (/) c U) W O QWU a 0 0 LU O O O (%) } H U SHEET NUMBER C8.1 �o ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febr ery 11. 2011 Z^ O U Z �0 5 o> m U w f- ;, Y ununes EASEMENT ow z it 3 FIRE LINE MASTER METER A tt F Y W ~ Z wa F w_ x 3 ¢ a w Oi J > W W 0 oY < z n ❑ m O u ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL SSEMBLY U ..N.— FIGURE A204 K W ❑ W Z Fx�¢ z� a mLLm I"�a 6 uj❑ p~LLLLO ul wao Z J Omw gg 6w ai Gimm owz rvi �z= OFo m ozm Om0 n K¢U ZF� j oFox� awl w>3tt �z a zamJ-'�m¢a'm rn -rwc�i��riwm mm w¢ ❑QOLL m❑ wm T 2 twm❑�LLo� z S❑�mw ¢� N0 �o�L^ tiwzFwm ¢ter wowgxm Ww�� F��u_L-��xm❑ �� UZFmW ¢m Qw¢ ¢m QO USw m❑ zo T2HE1-WQZ 'FF-W KOOKywW 2 0 �m a> arm-oacOigz w�Q ¢�a 0 Oww0T xi�_ ❑wz zG <LL �ozow,L,A�w z_> J fc0 0mmwm~wg z w2 O(xJI Z>wOp iE mLL wm 0 TO FHS Q Qay QO,Q O z 14mv APPENDIXA STANDARD DRAWINGS GENERAL DATE February 11,2011_..STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED 1-1/2'LETTERS FLUSH WITH TOP OF COVER OOUNTY Cq/ pF Ss �p SANIT� py O� CEWER QP 'VG p2� 2-NON PENETRATING B COUNTY FV PICK HOLES PLAN z, 5ya' MACHINED —�� MATING SURFACES 1-1/2"MIN I' 4-3/4"MIN as• ELEVATION NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL nrrcvine a1Hnu-- — IiCN L DATE: February 11, 20t1 PRECAST CONCRETE MANHOLE FIGURE A301 SET COVERS FLUSH IN MANHOLE FRAME & COVER PAVED AREAS (SEE STANDARD DETAIL) - �-FRAMES BEDDED IN MORTAR 1'-6" MIN 2 COURSES OF BRICK (MIN) MAX B"I z-o• 14 COURSES (MAX) OR MIN 5" TO EXTERNAL MANHOLE — �--� MAX 10'HDPE ADJUSTING RING HEAT SHRINK SEAL (TYP) SEE NOTE 5 4'-0" MIN 5" MIN APPROVED LINER PER SPECIFICATIONS O.BD (EFFLUENT PIPE DIAMETER) BENCHING PER 12"MIN SPECIFICATIONS CONCRETE WITH ADMIX 6" MIN 8" MIN T�9^�._; �gY9 FOOT 57 STONE 2" MIN INSIDE WALL OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED PRE -MOLDED PLASTIC JOINT JOINT SURFACES SEALER, APPLIED TO BOTH COMPLETED LIPS JOINT WITH SQUEEZE -OUT SQUEEZE -OUT, MIN' INTERIOR AND EXTERIOR '., NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF iNFLUENTSEWER Is 24"OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE. February 11, 201t_ 3 m WYE WITH 6" BRANCF 6" 45° SERVICE LATERAL 3 _SEWER MAIN SIZE VARIES WYE WITH 6"BRANCH BEND L(TYP.) BUILDER'S PLUMBER --- (SEE NOTE 7) CURB (SEE NOTE (TYP.) TEMP. PLUG (SEE NOTES 2 AND 3 rr STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) FINISHED SLOPE TO TERMINAL DEPTH GRADE `, _ _ @ 1.0% MIN (TYP.) 77 -. A305 CLEAN -OUT (TYP) DOUBLE WYE WITH 6"BRANCHI ® ROTATES SPRING LINE �L(TYP.) BUILDER'S TEMP PLUG 30° (TYP.) -SEWER MAIN PLUMBER(SEE (TYP.) (SEE NOTE 1) NOTES 2 AND 7) _ SINGLE ( DOUBLE LOCATOR BALL LATERAL LATERAL 6"MAX BELOW PIPE (TYP) SEE NOTE 4 NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE CURB DIRECTLY OVER THE LATERAL. 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECTSERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL t\rrr: u�nH aiN.rvu.4nu utc�.vv�ntaa UCNCKHL DATE February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL TEE zi PVC PLUG WITH TOP HALF INFLUENT SEW ER AREA OPEN AREA NOTE 2) 6" CONCRETE ENCASEMENT INLET CONNECTION AT INVERT MI OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 2" SO° BEND z MI !t4 90° HOOK AT B' O.C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN -PLACE SEAL PVC ESILIENT CONNECTOR NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT Z OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. Q J o Q 0 UN LL w _ J cLJJ CGC Lu W U G U)WO Q W //U�I� O lJ U O U Ld ^� O U) U SHEET NUMBER C8.2 orb. toreh h dmpnvd reee Eslelhg bode (3' 'eK) Trench Witlth Be- on Pipe of. sarfan ,,-.enrol ou evx mtl cots, Iwo, wiL4 Mid,ed 9' .root . { fr prewt poet Nfh�b�mze a.- FlII Vdw F Powment db< eat F pout A- N.T.S. 1Y (lip.) m Dia ermze Olen Mond F mnvnle pad 3" 'e {4 eer 16' Dlanmd Nth Rock Sdding .} 1' I I a 2< ouete- ammte Ww Box and Cover I Urdle.rb.d Erth -a Pipe •0 ot. &rove 0Fa 12a 6' rhea. F mncn[c petl. v See Note 2 NOTES: 1ips.7We of vNed .. R-daYn. 1. Pipe beddhg material and trench b.ck611 shall b. eel- Type 5'Wotr, SerYw smhery to m (dam) flu <ompacted to 95x (96S In -dwey) of the ...... del. ty as Per AASHTa T-ie0. to 44i.�: 2 Cmtraclar shot Fetdl rush. rod (r -..potent beddFg mo/end) where pipe b.dFg den net pre solid eupprt (Nedhg or Peelle). Depth of m.t.rM dldl be a mhhnum f 6', r oa n°eded, top Noe non-yl Idhg °rune o°rt f0fom the elbddN9 uniel9aWeecldterlal hell be N°Ima ore Volw N Nnn-Pnwnent A� 3. approved lNe-t dytnnch width at pipe h.mah eholl be eufflehut N.T.S. In In for hmnch poiep-tor, but hell be e. greotn Ihm 15' on etch eke of pba for pip. Imp then 2V In wAnxlxci vE xores: dlrneter 'V mI, gne fen pipaa 24' h dkater ten) 1. Bonze IdentiNmtlm .po ll poll be required for ell wives 16' .nd Irm 4. water -h I net be peltt. dth In tren, e during vhuctim. e °Pipe Irgr, r be raquh. by the City. 2 Exact shape and elze of harms dleo Moll be approved by the City. 6. Ilse shell be leetdleel with bell etting kchg upgrade, e. ikavlly -ewer eholl how a 6" mlebr.. rock b.. a Vol" holm hag be 2e x Ze x 6' forbre^ze 1. mpll-ore. and to. x 19' x 6' all other looptun 4. Gamete for collar eh<II be fc' of 2,Soa PSI minknum C 26 dvye. a Vdw box top and poll., ehdi be Y oboes grad& with gmdblg tnneltknd _ 5'. onp job color bead - YaF (type) Ydn (type) See Note 2. for - lettering aize and pi Etr=irENl cNo esePadn9. __ - 1. lettering shalt appear ao three (3) eidm of the pipe/mat and run the mthe length of the pfpe/moin. 2 tattering ehail be a minimum of 3/e h height and aholi be vlivgn. with thetr.newrne Imgth of pipe/main, with no greater Non 21 yachg. 3. Lettedng moat be pvma uy le,,I sited Into the plp./mom, not pe.- or etmened prMde me <m9numa Imp of upoi vela- Nth / 24e®off maeea and It tiring eta F wive One - 4. Lettering ehall be a mnlrodng color to pi a/main odor. - 15 Plne Morkine (idttmDY).T.s. #1011$W Sdk Wbe Math (tips) MaF (tpa) Yoh (tip") Olameter = 2.5" to e 3' Tape centered along the top half or pipe. - /wan won > wan I Yoh (tjw) Yah (tree) YOF (t1Pe) m.meter = 6" to 16' ETwo (2) 6' Tapes along bath sides of top half .f pipe. xoH rEs: - 1. Al pipe shall be Installed poi% It 10 IHHN solid ovpper heoug woe. T-ug wire meet be kindled dbecfiy above the pipe In a wntinaue ebcvit and brought to the eurtoce at 600' Ioterwle. 2 Tnchg woe hell rover ell main, p¢re, branches (Fdudhg Me hydrmte) and OeMm omnmtione. Trechg woe hell a and a mkbnuen of 10 dew -do 1 aloe e 1 yen e 1 yen Yon f MaF t o YoF t o Yoh t Mvfi t e ugh t e 0f.meter = 20' and larger Three (3) 6" Tapes along top and bath sides of to holf of I P P Pa at requh. klterwle and/r .1. lid. 4. T vhg wW ehdi be caged and placd h a wire box and ehdi be -envy .acme@la Wrnha T n N.T.S WARNING TAP S At deed ends of maim, pipe, nd/or aerNce, r at 5<0' tnterwi. the lacing win shoal be placed In a properly W.rb. i PVC d. I,_ v Tape mlr hall be In aee«dmm with (evens) m mah/pfpe evlr. 2. Tape h.ring ehvll be i' I, height with no gnats than 12' h medng. 3. Womhg tape shag ozlmd total orlIth of DIP" Pipe Identification and Warning Tope Detail N.T.S. amen m111 I Tracing Wire Location N.T.S. -1. Pipe Bedding and Trench Detail m N.T.S. aee u e, Pipes/Mains Separation Requirement Table Potable I Reclaimed unitary S wcStorm Sewed Horiz. Vert. Horiz. Vert. Hari.. Vert. Horiz. Vert. Potabl) e (D.I.P. 3' 12" 6' 12" 3' 12' Potable (Other) 3' 12" 6' 12" 3' 12" Reclaimed 3' 12" 3' 10 3' 12' Sanitary fi' 12' 3' 12" 3' 12" Sower Storm Sewer 3' 12" 3' 12" 3' 12" 1. The tmle re,rmmte the mhMum -setype tiro raryinmmte as deecrgc. in P.D.EP. ruim of the Rdda Adminietrvtiw Code 6ppl" 3f4 (P.AC.). Theta eeparoem rrrybemmtn ah.11 apply bstwmn newly prapoeed utility then and ezlaWg or prvpoed utility item. 2 For the purples . this tabu. redalen. poet, -hail r eW<t. public omen noes water a. opted by P.A.C. ieet..t ether 1.1 b of .room. woler, net treated to publk contact teed. shot be oaneldered row eew.ge, and the e P.u.U. filet for "eltny save" shall ly. a Atem.Yw veal,, euch oe stone wateappr ued for trrlgatim, shall be conelderd reddened w.tm for -stye lien wk=ee eemmbs .arced the I.cotF9 Wulp mat root ere heltle th0 wive walla wblow-off boxes 1Mre rode shall be long a gh to be extend. 12' bowgraund 4. Pip. seli dletmm p=d oboes ehdl mom the horlimtd w and/or rUml dMtmce mmeured for the mteide dimmsion of each pipe/main. 5. Cmcnte -read pipet/males shell uea the eepmallm of D.I.P. 6. When minimum w ftd .epratlon from Dotabl. rotor =,ot he avhIe .e1 the uea of me full length (20•) of D.I.P. I——ow It the cring ehdl be pe-le.le. �. AI 0111Um hell be leetvlled with 36- of cover aver the top If pipe. Cover ohh be mmeur. with mmmt r WWn gmdhg to — the W. m ,age. 6. No pp tobie wain pipe may peen thr.ugh a emitvry man gibes pen.-Itm thr<ugh .iro, a n must be approved by the Clty and . mh) et to aped. cmdItlme and motedels Pipes/Mains Separation Requirement (Table) Detail N.T.S. aoam Yr113 Valve Collar Detail N•T.S. Occee I., E h.m Tree $xllm 1. All 111, "hall toped, the le.tallaUon of '10 TIHN copper tredng who popoble of detm6on by cable to a ing 2 eT-Irg twbe shot be boned drec6y ab.w the trmeveree anterih of the plea a End() f the 1<coting poke hell be ouch that wire cm bn accea"' by I. lI equtpmmt a.mmhg the wire h a wive watt or blo ff box. W. le roeuh. to a.nd ove M 12' mieto.. ablehed grade. 4. Unlee. approved by the the City, eddy wamh p tape Intllcating type of pipe hell be city, k.. s'roAll Ire I f dillapri'S°. el offremd I.-UI. ha tiro attached Pipe during le.tdlouen. W of the Canasta Cdln, (I,. d. or �Deena only or a.mne A<Wathg Nut for Vdw \-Atljret.ble e<at taro wive box VVddw ton box shall Adpetmmt Rh onb.dhg rock. not on vox De p-ted o^ell Vdw - opent,q out V Sold Boding (Rack) 1. PVC --for. ehdl not be umd m vow box . 2. The ..W.Wg nut for wlwe ehdl be no deeper the,, 24' Iran ult'.nate finleheel grade. 3. %ere wlw out is man then 36" bdaw grad, wive buy hell iodude curter apvcing guide. Guide ehdl be mprowd by the City. Valve Box and Cover Detail N.T.S. a<aee urgoo Pipe Locatinq Wire Detail N.T.S. amen Untie erne° cerpomem stop (1' MFJ 410 IHHN Treeing U-Brandt Brove H Wire to Math (1' x 3/4' x 3/4') 90' Mgld U.e h cdr ketdld uprlghe he step" of Curb step Ende of Ham (See Note 3) �V Exeme �ouble Meta Se - Pol th Tracing WYe h Tubing ylme Be. Box d W.tn Metro (By City)) Meta 0mble Meter Can9gurntion shale Box and Maier (By City) Service Vlew with Single Meter mo. - Slop k AWWA Twe WM)(nonnvllY CC Threads To Meler/Boz Pmernbly Tree., ., w Tncht YNe_�` Cdr to Yvtrh SeMm 30 �to 45• T birg,, PolyethNane Tubng, 1' min. ,,be Strop StaFlm. Steel Water Mah Saddle Tgpping Sectt.n NOTES: 1. All <tthg. eholl be bmm with -empanel°n-pods Joint type pro Z ° No eCli Ilne shall extend or terminate under . drtwway. I Meter end of e". ehvll termFote Nth curb et, (901 far single "Moe and dud hem and curb elope (901for dual --Moen 4 Metro end of -mice ehdl t-Inde 3' peat meter location -hen boMcI ehdl, uol... dl mtd °themloa ,two 3' "bow Mlehd grvde tl. to a 2' x e x 4' .take. if direct., -le. connmtim ehaii be bun. and Imat. wlth m 2' 14x 4' pointed mark- Stoke or marker hdi hdicatI lot(") to be arced. S Cmrpte orb and be marked (.tamped or eew-cut) with 'W^ IocvMg setae 6. ppleg mneellan to lire mah hell uea opII WI evdtlia nd trmiulveg a/ mah shall be by a meth. when wild coup" to tl. 7. SeMm y Milli. under Milt. or exletlng pawmmf shall be aiup l Por Mad. e. Plasm opprovd, .beet tap (no aloe) may be umd on W<tge Irm 9. S-A- polar shall be blue for poloble water and purple (magenta) for rel.keed water. Utility (Water & Reclaim) Service Connection Detail N.T.S. aa� vi W J W 0 00 0C) LL 0Q �- 0 Z U � Q J Y Q O UN LL W LLJ G 73 ULU ) O Q W U a0C� W O O t- O U) T U SHEET NUMBER C8.3 Z O K NORTH s GRAPHIC SCALE IN FEET 0 20 40 80 O i E \ INV-IVETREE TO 9E REMOV`O P.) OVERALLOEVEL" PROPERN LINE (iY\\ P.) kYPI'B APPiTP;IAT�R OXl;I1`rM4TE-0AFl \ �+` Lhn: ➢ e PwERallo 1 TYNE' l I I� SK n r_ t f.:4PROPERN NEL(TMP)Ni —op n. . OD, 'YiAa� 3-'i� 'S 0.1h PI.ITi2 OA 25 9A' PI1.15�:.• r�coo.a I f V VIV 1 NIIVJ VY CJ 1 CSVULCVHKU Chl CIV JIVIV zI0 0E U0 p W Q O y N rn m m Q O J o LL Q _1 U U) ry Lu Lu Lu 00 U 0 O — Lu Lu c.D W V/ W Q =0 a �- o Cn r U SHEET NUMBER L0.50 OVERALL DEVB,OPNENT PROPERTY LINE (1TPJ — �❑ oL NW � 0 0 �KP E Fm � ov9ZhLL Tr¢VELOPNF]IT - PROPERTY LINE (TYPO FOUNTAINS WEST BOULEVARD EXTENSION 456' P'ER SEC. 6-144(2 )ADO. PiDPLiSY SUFFER. 2 TR!£5. 3 UNDERSTORY PER 100 LF._ - .._. I9 VNLLRSTDRT TRELT t CONTINKXJS HEDGE (50° HTJ REQRIRID 14 TREMS, 22 VXeRSTORY TREES 4 CONTINUOUS HEDGE (5D° HT) A 121 PARKING LOT LANDSCAPE SEC. 6-14.C(2Nd) 10%PAVED PARKING SF TO BE LANDSCAPE 12,458 BE. 0.10=1.2. SF 4,15J SF i TREE PER 4 PARKING SPACES 195PACE5*4=S1REE5 SSHADETREES LANDSCAPE BUFFERS PUBUC R..'-'-WAY SUFFER SEC. 6-14.0(211 SOUTH 2TREES, 3 UNDERSTORYTREES1100 LE CONTINUOUS HEDGE W HT) 705«100x 2=14TREE5 ]CS«100x3-2 UNDERSTORYIPALM CONTINUOUS HEDGE 14 SHADETREES 22 UNDERSTORYIPALM CONTINUOUS HEDGE AD CENT PROPERTY BUFFER SEC. B-14.C(2Hc) WEST. 2 TREES, 3 UNDERSTORY iREESM00 LF CONTINUOUS HEDGE W HN 565-IMx2=19 TREES 565«1W 3=29 UNDERSTORYIPALM CONTINUOUS HEDGE ,SHADE TREES-3 ON EAST BUFFER 25 UNDERBTORY-4 ON EAST BUFFER CONTINUOUS HEDGE ADJACENT PROPERTY BUFFER SEC. B-14.C(2X.) NORTH: 2TREES, 3 UNDERSTORYTREES/100 LF CONTINUOUS HEDGE C3D" Ffn 458 �t00x 2=9TREES 458IW x 3 = 14 UNDERSTORY/PALM CONTINUOUS HEDGE 6SHADETREES 14 UNDERSTORY/PALM CONTINUOUS HEDGE AD.LACENT PROPERTY BUFFER SEC. 6-14.C(2X.) EAST 2TREES, 3 UNDERSTORY TREES/1DD LF CONTINUOUS HEDGE (30' HI) T11-100x 2=16 TREES 771 «IM x 3 = 23 UNDERSTORYIPALM CONTINUOUS HEDGE 16 SHADE TREES 23 UNDERSTORYIPALM CONTINUOUS HEDGE FOUNDATION LANDSCAPING SEC. G14.C(2Ha) 50 PERCENT OF BUILDING FACADE FACING R.O.W. 1]O LF ROB =BE SF X5FOOTWIDE LANDSCAPE AREA 425 SF LANDSCAPEAREA 111111 DERSTORY PER 30' OF BUILDING PERIMETER T)O LF+W =26 TREES 6 TREES,] PALM TREES, 10 NNDERSTORYTREES AWE PLANTINGS .EC. 110 Q.OF PL4MINGB REQUIRED TO BE NATNE 239]TOTAL PLANTINGS XD Q= E59 ^ PLANT5CHEQULE 515V 5taT LIOS FOR RAJ. PLANT SO ED iE Is c. � EOTANIGAL NAME ..NAM O L5 6 LIGUIP. 51.1FROTULUA 111.A' ANERICAN SYiffT GUM STRAIGHT, 51NSLE LEADER, FULL, FL t1, NATIVE N45 25 MAGNOLIA &RANDIFLORA VD. SANCHARO' TM WUTHERN MASNOLIA STRAIGHT, 5INSLE LEADER FALL, FL $1, NATIVE PO 12 PLA.TANO5 OCGIDEWALIS ANERICAN SY6MOFE STRAIGHT SINSLE LEADERS PULL, FL NI, NATIVE O Oxx 16 OLERCU5 VIRGINIAHA'GATHEDRA-' LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL IN, NATIVE TD I5 rAXOOlL44 DISTIGMIM BALD GYPRES 5TRA16HT, SINSLE LEADS, FULL, PL W, NATIVE e�1 C PAJ,L^M`y�TREES cl= alf _EOTANICAL NAt-E F j 55 14 SAAA. PALMETTO SABAL PALM ti STRAGHT, SICK HURRICANE CUT, FL $1, NATIVE WW IpH IR�E125TORY � �[ EOT[.NIGAL NAh� 3� � _ _ L �G �Atl __ ISLUEDERR TREE T�y� �WWWLLXXXX IE 54 ITTENIATEAST PAUTCA' STRAIGHT, 511451-E LEAOM FULL. To ERASE, FL EAST PALAY TKA HOLLY R IL #I, NATIVE W 9 1-I6U5TRLM JAPONIOW TMM FORM .lAFANE5E PW VET R ` LN 14 MATT -TRUNK, 4-TRI/NIC MIN, FULL, FL tl LA662STROEMIA X NATCFEZ' m17E GRAPE MYRTLE MB-TI-TRUNK, 4-TRUNK MIN, PULL, FL MI FE 25 PUSS ELLIOTTI SLASH PINE 5 STRAIGHT SINSLE LEADER, FULL, FL +I, NATIVE ° I CQ2E GQ[ WrANIGAL NAME GOMMGN NAFE ��yl}}} i� O FS 51 POREiTiERA 5F5RE6ATA FLORIDA PRIVET KILL, NATIVE, fm O NIC 67 NMEJ3+BE ? OAFILLARIS PINK NUN-Y l FULL, NATIVE O FNS 10 PODOGARFVS MACROrRYLLUS PODOGARFVS _ FILL TO EASE, CLOSELY MATCHINS O PT 225 PIT 0SPOKH T051RA VARIESATA' VARIEGATED PITTOF.PORUM FILL ' 5B Is SPARTINA SAKEM SAND CORD 6RAS5 PULL, NATIVE VA 74 VIEURMN ODORATIESIMIM 'AYLAEUKI' PULL AWEUKI VIEURNM O YO 540 VIEVRNIM ODORATI551M.M FULL SHEET VIEURWM -'-'- Q VO2 1-16 VIEVRNIM O6aVATJM YIAL7ER5 VleURNIM FULL, NATIVE, 12 ZF 72 ZAMIA FLORIDAY4 COONTIE PALM FULL, NATIVE Q ZF2 14 ZA4IA FURMLWAZEA FVLL CARDBOARD PLANT 6RGUND CaVLRS r^x �[ _ KQa HD 412 HELIANM1US DEEILi9 DUNE �LOYER FULL, HATNA VERY DRCU6HiT TOLERANT LP I- LOROPETALU4 CHI— AJRPLE PIXIE' Pi/Po'LE PIXIEPULL L�OPETALUM 5ODf.als? td= la= -- - - DP 25;104 5F FOND Ed�D MIX - 35 LE/ABIOR 5s CRE PP 44.550 SP PASPALIJM NOTA7IM 'ARGENTINE' ARGENTINE EAHIA6RAW ROLLED TIGHT, 100% INSECT / `VMD / DISEASE / DEBRIS FRB? FP2 51,352 SF PA5PALU4 N OlATJM ARGENTINE' ARGENTINE BAHIAGRASS 100% IN5EGT / YiIEED / DISEASE / DEERIS FREE _ _ _ SOD 26J22 SF 5TO40TAPWIH SE UNOATUM PLORITAM' FLORITAM ST. AUEL5TINE SOD TI6Hi ROLLED, 100% INSECT / YEED / D15EASE / DEBR15 FREE 1115c. QII_ EOTANICAVOOMMON NAME wl-614 TBD FLORIWLC44 n1l z z � O (p N r rn 2 Q J o LL J W U W LL1 W O� UO OU - u1 W 0 W Q Q W U = O O d I" O U U SHEET NUMBER L1.00 0 E PLANT SGHEDULE BUFFER OVLRALL OEYFLOPMENIr PROPERTY LINE (TYP) — — + +++++++++++++++++++++++++++++++�++ Ef ++++++++++ ++++++++++++++++++++++++++++++ +++++++t+++++++++++t++++++++++++++++++ + +++++++++t++++ ++++ t + + + + + + + + + + + + + + + + + + + + + +++++++++++++ +++++++ + +++++++++++++++++++++++++++++++++++++ +++++++++ +++ ++++t+++++++++++ ++++++++++++++++++ ++++t++t+ ++}+ +++++tt++++t+++++ ++++++++t++++t++++ +++++++++++t++++++++ +++ +++++++ +tt +++++++++ ++ ++++}++++ t+++++}+ +t\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ +++++++ + +++++ ++ ++ ' +++++ ++ ++++ + ++++++ + ++++++ ++\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ++i +++++ + +++t++ ++t++ + +++t +\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ + +++++ + ++++++ F++ +++++++ + +++ +++++++ + +++ + +++++ + + +++}} S \ t++ ++++++ ++++++++t++++++++ +++ + ++++++ +++ + +++} +++ ++++++++ +++ + +++++ ++++ +\\\\\\\\\\\\\\\\\ ++++i NORTH GRAPHIC SCALE IN FEET 0 15 30 60 z 0 rn yA Ilk �rl ' T11 ITr� —,---_.- a �A"mnc EXI5TING TREE TO REMAIN (TYP) m + Y, -id Qom U N r U (• KN�Z izoT YW I 3 va 3 OVERALL DEVELOPMENT PROPERTY LINE (TYP) I . L YY _ y" !^fir s 6 AREA LEFT UNDISTIAiEED ;, f� li `+',,- AIR, TW . OAK PL11 i 5 k/{ OA1<1 3 :,PLI 12 IAC +++ HERR fh OAK i +++ ++ ur aaK r \ O r<is I H1 III �- , OAK11 r-Y''i 1 g CRf� 1\K1 Af, I_ �� F++ F+ .�'' }? `.CAI l('r�i� P.ALM,6 Pi\Ll�di.i�� .,) U FPR �15• CH L�'RY I, - UAKI5 LIT9 ,f ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®I MATCHLINE: SEE SHEET UO2 CODE 'm: gOTaul / MMON NAMIE CQM Co' 60T6NIOA- N / OO MfON NAME v m PT 64 PITTOSPORUM TOSIRA 'VARIE6A7A' / VARIEGATED PITTOSPORIM o LS S LIWI1 AMBAR STYRAOIFLUA POT/NDALOEA' / AMERIGAN SY✓&'T'Sc'm STRAIGHT, SINGLE LEADER, FILL, FL 01, NATIVE FLLL _ O VO 156 V 5LP.NUM ODORATI%IMMI / SY$T VIEUP" MG b MAGNOLIA GRAtmIFLORA DD. EV..ANGFLARD' TM / SOUTHERN MAGNOLIA FILL - STRAIGHT, SINGLE LEADER, FULL, FL 01, NATIVE O V03 bO V"FR, N EfOVATUM / YiALTER5 VIP�.WLM Po 6 PLATANIS —I—,. / AMHRIGAN SYCAMORE STRAIGHT, SINGLE #I, V NATIVE, T a LEADER FULL, FL NATIVE �� ox BOTau1GAL Nauc / COMMON Navc O /\\ [T/ 9 0X1Z US VIRSINIANA L'ATF®RAL' / LIVE OAK STFtA1G14T, SINGLE LEADFix, FULL, FL pl, NATIVE El DP 07;34 EF DETENTION POND SEED MIX / - i'L�% TTRODIUM-I9TIGMMI / 6ALD GYPREG % LB/ALRE STRAIGHT, SINGLE LEADER, FULL, FL #I, NATIVE PAAlI M TTR— � � eOTAN' ' ' a_•" / "M O 16M DETENTION POND SEED MIX Q'LANfI RATE L55 i - 1 55 7 SAHAL PAt}ERO / SAHAL PALM IA N ASGLEPIA9 INGARNATA - 9YIANIP MILKY® SH W MI ^^./ STRAIGHT, SLICK HURRICANE CUT, FL pi, NATIVE ARROY&EI.D SA4aJS E IA LATIFOLIA - RUSH SOFT RUSH EiIUIA6R6A _ VND�IER{4TORY (� gQ' 5O7sui I / MMfON N .LNLU9 U PNUGM VIRGANM - SNYTGHGRA59 - IE II ILEX X AT"fEN1ATA E45T PALATKA' / EAST pALATKA fbLLY 9TR41GHi, SINGLE LEADER, RLL TO EASE, FL -1, NATIVE ' J ` i LN 19 LAGERSTROBAIA X NATGZ' / YNITE GRAPL MYRTLE `V' E � �h` MLTI-TRUNK, 4-TRUNK MIN, MA L, FL 01 PE 10 PINUS ELLIOT / %.+SFi PIlE STRAIGHT, SINGLE LEADER, FULL, FL pi, NATIVE OI 0MM m � W p N n ¢ N a�o0a 'm m' Q J /'W LL U 0 Z J SHEET NUMBER L1.01 e ME ....... +.... ++++++ +' ++++++t t+ + ..... . . H +++++++++++++++ +++++++i. +++ ++++++ ++ +++ ++++++ +++ +++ ++++++ + N s ++ + ++++ + ++++ \ + +++t ++i •r +++ + ++f+ + + ++++ + +}++ + ++++ + + t+++ + +++ +++}++++ \.\+ ++++ + +++ + ++++ + + ++++ + +++ }++++ + \ \ ++ ++ + ++++++++ + + }+++ + \ \ +++t +++ E \ \ +++ +++ ++f+++++ ++ \ \ }+f+ +++ + ++++ + ++++ + +t ++++ t}++ ++ o + ++ }tft+t vE +}++++t + +}++ ++ ++++ +t+t+t++++t � � � ++ +t+t+t++ +++ + +++++ +++ ++ +++t ++++ + - '+ •� + ++++++tom++++t1+++ + +t}+++ ++f+++}+}+++ t MATCHLINE; SEE SHEET 11.01 +++++++t+++ +++ + +++++++7++ ++++++++++++++_t3+s ++++++ +++ +++++++++++�--+ +$++++++ + .. I .. MACH H y 1h: .. ....... W; 1 WwWWWWW WW�WWWWWWWWWWWW��WWWWWW W WWWWWWWWW.W WyWWWWW `�.I � 11 '✓ W "' y W W m y m o W W W y W W W+ W a. W a. m o W w W y W W W W y W y v W+ W +• y r. W W W W W W W W W W W I I ':I (TYPi F f y WWyWW�WWWWWWyWWW�W .�y�.yWy.WWy.WWWWyW WWWyW WWI C�� - 1 V y y y y y y W r W W m a. r. W W W W m r. w W o w •�• r >' f MAGN - - W W W r- W .�. W W v. W .0 r W W W W r W .�. W m .,. W i T•L. -( I(TYPE `- r 1Iy ,rips — —. -�H PR PRERN LINE hYPJ OPERTY _ FOUNTAINS WEST BOULEVARD EXTENSION PLANT SGHEDULE SITE E Ivac Cl= 9LL 5HE409 Sp€ Cam[ EIOT'NIGAL NAME / C^'M' N NAME E " LS 3 1-1.10AMBPR STYRPCIFLUA F011.1•PJALOOA' / AMB:ICAN 5YE3T SVt•1 O PS ST PORESTIERA SE6RE6ATA / FLORIDA PRIVET FULL, NATIVE, o STRAIGHT, SINGLE LEADER, PULL, FL MI, NAIVE © MC o M6 17 MA6NV.O. OLIA 6RANDIFLOR4 DINBLANCHARD' TM / SOUTHERN MA6NOLIA 6t ����IA LAPILLPRIS / PINK M/FX-Y F'14J_, NATIVE Po 6 STRAIGHT, SSLE LEADER, FULL, FL MI, NATIVE PLATANF3 o6CIDENTALIS / AMERICAN SYCAMORE PNd 10 M CLOSELY MAT / POOCCARPW BASE, CLOSELY MATCHING PULL TO BASRPWE, S1RAI6HT, SINGLE LEADER, M)LL, PL MI, NATIVE PT 141 O GN IS G1.ERCU5 VIR6IMANA'C.ATHEDRAL' / LIVE OAK PITTOSPORH TOMRA VARIE6ATA' / VARIEGATED PITTOSPORLM PILL o TD 11 STRAIGHT, SICKLE LEADER, FULL, FL Iry, NAIVE TA%ODIUM D15TICKM / BALD . SB 15 SPARTINA EAKMI / SAND LORD 6RA-se FLLL, NATIVE _ CYPRESS 5TRA&HT, SINGLE LEACH FULL, R. MI, NATIVE ® VA 14 PALM TRE[9-^ n= 6LC BOTM'II: i NAME / COMMON NAME VIBURNUM ODORATISVMJM'AWABUKI' / AWABUKI VIBURN/M FULL 5S T SABAL PALMETTO / SABAL PALM O VO 254 VIBURN.M OOORATISSINVM / SYEET VIBURNIM PLLL STRAIGHT, SLILK, NRRIGAtE LU'f, FL ai, NATIVE O VO2 IS6 VIBIRlLM _ UNDERSTORY Ste. 0:1L BOTANICAL NAMF / CCMMQh NAME OBOVANM / WALTER5 VIBIRNN PAL, NATIVE, (D / JAP,+2ESE BLU®ERRY TT� �' ZF 12 ZAMIA TiORIOANA / COONTIE PALM PR1, NATIVE _ - C�A71jFY�! IE 26 TRN6HT,SAN£D4RDP—b' CMT ,1FL I ILEX X ATTEWATA AST PALATKA' / EA9T PALATKA HOLLY E O g2 14 ZAMIA P.RP RACEA / CARDBOARD PLANT - o O W 9 STRPALL6HT, SINSLE LEADER, PALL TO BASE, FL ai, NATIVE LI6WTRUM .LhPONICUM /TREE PORM JAPAFlESE PRIVET 6RGVND CARS fBDE a" BOTH N / COMMON NAME _ KLNTI-TRI , 4-TRUW MIN, RILL, P-.1 412 —I— DEBUS / LtRJ-c SIRIFLOWER T - „� LN PE 19 LP6E35TROEMIA % TUSTCHEZ' /WHITE CRAPE MYRTLE MA.TI-TRVNC, ¢TWJNC MIF{ FULL, FL >fI PIFUS ELLIOTTI / SLASH Piles \�\ LP 142 FULL, NATIVE, VERY DROII+HT TOLERANT LOROPETALUM CHINEtSE ARPLE PIXIE' / FIRPLE PIXIE LOROPETAUM STRAIGHT, 9INSLE LEADER. PIA-1- FL 41, NATIVE mq-- NORTH PHIC SCALE IN FEET 15 z 60 ( I I I I I I I I I I ` I SODA.a®> r= = BOTANICAL NAME / COMMON NAME DP 1,4'M SF DETENTION POND SEED MIX / - Q 35 LB/ACRE J 12f LI_ Q O PP 4965D SF PAASPALIM NL7ANM 'ARGENTINE ROLLED T16KG 100% INSECT /WEED / DISEASE / DEBRIS FREE f 1 W lw PP] 61,62 pF PA,PALUM NOTATW 'ARGENTINE' / ARGENTINE SAHIA6RASS IOC% INSECT / /NOD / DISEASE / DEBRIS FREE l^ �/w, w SOD 26,122 SF STENOTAPF" SECLINDATVM PLORITAM' / FLORITAM ST. AUSWTUNE SDP TIGHT ROLLED, 100% INSECT / YIEED / DISEASE / DEBRIS FREE W 2i O DETENTION POND 5EE0 MIX O A'LANTING RATE, 95 LM PER ACRE) O ASCLEPIAS INCARNATA - SPLWP MILKY SA6ITTARIA LATIPOLIA - GOMBdON ARPOWV'AO — W J NW5 BiiYAUS - SOFT RUSH PANICLM VIR&ATLM-SKTCH6RA5S W W Urn) V/ W =p O r O co SHEET NUMBER U L1.02 o PUNT SCHEDULE FE SEE.G. IO3 FOR FTAI PLANT ECHPDnE 1. ALL LANDNOTES, I. ALL LANDSCAPE MATERIAL TO BE FLORIDA GRADE al OR BE7"7SR OUPLIn vx wm OY @OSANILAL NAME �ru. t,� Sl- 2. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL n ' L5 b AMBAR STYRAGIFLUA ROT A' AMERICAN SYEET 6IUH F6 2' GAL MIN I2' HT. 4' SFR B. ALL FLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF FE515 AND DISEASE. _ STRAIGHT, L -1, NA STRAIGHT, SINGLE LEADER, FULL, FL tll, NATIVE 4. ALLY ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DLRIN6, AND AFTER INSTALLATION. o U '^ MG 29 MAGNOLIA —I— DD. BLAWNARD' TM STRAIGHT, SINGLE LEADER, FULL, al, SOUTHERN MAGNOLIA i., 3' CAL MIN 12' HT. b' SPR 5, ALL TREE_i MSE T SGUYED STAKED FL NATIVE OR AS SHOM IN THE DETAILS. W PO 12 PLATANS IX.OIDEHTALIS STRAIGHT, SINGLE LEADER, FULL, FL al, NATIVE AMERICAN SYCAMORE F6 2' CAL MIN 10' HT., W S b' ALL PLANNING AREAL SHALL BE GO7•PLBTH-Y M CHSO AS SPECIFIED. of 7. PRIOR To CONSTRUCTON, TIE CONiRAGTOR'_HALi. BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID OV IB C1.BRGUS YIP6IWPNA 'CATHEDRAL' LIVE OAK F6 4' CAL MIN Ib' Hf, 5' SFR DAMPGE TO ALL UTILITIES DURING 7FE CpUFISE OP TIE WORK LOCATIONS OF EXISTING BURIEb UfiLln LINE9 ^ ON THE F1A7N9 ARE m STRAIGHT, SINGLE LEADER, FVW , FL al, NATIVE BASID UPON BST AVAILABLE INFORMATIONAND PRE TO BE CONSIDERED APPROXIMATE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY LOCATIONS TD IS TAXODIUM DISTICMM BALD CYPWSS£ F6 S. CAL MIN 12' HT MIN THE OF VTILITY LMLS AND ADJACENT TO THE WORK AREA 2) TO FROTECT OF ALL UTILITY LINES MAINS THE CO"TRUCTION PERIOD 0) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. MICR _ WJ STGHT, SINGLE LEADER, M" FL al, NATIVE OCCURS AS A RESULT OF THE CONSTRUCTION. _ PALM TREES a= � BOTANICAL NAME to COMMON OCNT r.ei a,�c B. THr CONTRACTOR SHALL BB RESPONSIBLE FOR VE RIFYINb ALL CUANITTIE5 GIM ON THESE PI, BL-T'ORE PRICING THE WORK. 4. CONTRAC.TOR SHALL BE RESPONSIBLE FOR DMIVERY SCHEDULE AND FROTECTION BETYEEN DELIVERY AND PLANTING TO MAINTAIN Z % 14 SABAL PALMBTTo BASAL. PALM P6 HY IC' CT HEALTPLANT CONDITIONS. 5TRAI6FIT, SLICK, HURRICANE CUT, FL al, NATIVE E o to. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUY NOT LIMITED TO, WATERING, SPRAYING, MALHINS, IUD6Z5TORY Cl= �, BOTANICAL NeME j.0�i .N NAME, CANT ae, FERTILIZING, ETC) ALL OF THE PLANT MATERIALS AND LAND! FOR THE WARRANTY PERIOD, m 3 r ED 7 ELACOGARPU3 DECIPIBS TM JAPANESE 11. ANY PLANT MATERIAL MICH 15 DISEASED, DISTRE�, DEAD, OR Rr lBsTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL EE PROMPTLY tie T`�ZTjXUY�A IE B4 STRAIGHT, STANDARD, b' CT, FIRE, FL tll, ILEX X ATTISWATA EAST PALATKA' BIJ/@�RY TREE Fb S5' CAL MIN 14' HT, 4' SPR REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME' CIE, CUANNTY, AND SIZE AND MEMTING ALL PLANT LIST SFECIFICATICNS. z Q - _ STRAGHT, SINGLE LEADER, FULL TO SAP, FL ai NATIVE EA5T PALATKA HOLLY Fb 2' CAL MIN 10' HT MIN 13. TiE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL RAM MATERIAL FOR WARRANTY PERIOD. THE CCNTRPGTOR 5NALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. �g o O o O 15. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK' REPRE 6VIOELINE 5FECIFICAT1ON5 ON.Y AND SHALL LJ 4 LI6USTTUM JAPONICU+I TREE FOTdd JMAL&�.P PRIVET F6 A. CAL TOT. B' HT. G. ° CONSTITUTEMINMUM Gtl/ALiTY REGUIREMBITS FOR PLANT MATERIAL. `no f U 4o MA.TI-TRUNG, 4TRllNK MIN, RU.L, FL tll 14. ALL LPINDSCAPINS SHALL BE INSTALLIED ACCORDING mi " m a _ LN 14 LASERSTROEMIA X NATCHEZ' MITE CRAPE MYRTLB F6 4' CAL MIN 14' HT, b' TO SL\IND NURSERY PRACTICES, AND SHALL BE PLOMDA NO. I OR BETTER A5 GIVEN IN 'GRADE AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,' STATE OF FLORIDA, DEPARTMENT OF MRICLU.TARP. PE 23 MITI-TRUK 4-TR7NK MIN FOAL, FL al PI NS ELLIOTT7 15. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE 5 IM SHALL BE REMOVED FROM SITE, IL^LUDINS ROOT BALLS TC THE EXTENT z o=z=' AIGHT STR, SINGLE LEADER, RRl, FL ai, AS SLH PINE FG 2-CAL MIN W HT MIN POPGIBLE WITH NO DAM46E To ADJACENT EXISTING TREES. N NATIVE ib. ALL LANDSCAPE AREAS WILL EN BE PROVIDED WITH PERMANENT AUTOMATIC IRR16ATION SYSTEM. w z m u SH81d05. C4Tffi ®_ BOTANICAL NAME ( fR2lI SPACINSz 51g umammm a J O FS ST FLORIDA 17. TRSS SUPFORT MATERIALS ARE TO BE REMOVED FROM EACH TRSB ONCE IT 15 TSTAELI5HED' (AS APPR BY THE L41DECAFE ARCHITECT). FLU' �TIME,9E6RE6ATA PRIVET F6 BO' OC 12' FULL - Q MC 67 MfULENBER6IA CAPILLARIS PINK MA�LY 3 GAL %' IB. ALL RANT SPSCINCATIOpG IN THE RANT SV-I DULE SHALL 5E CONSIDERED THISMINIMM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL FROCURE PLANT MATPRIAL5 o� 3 3 _`- FULL, NATIVE OC IB' HT MIN AND LP51ZE AS MCEaSARY TO MEET THE MOST STRINGENT SPECIFICATION. ® 1112111121 © � a ? O PMB Io PODOGARPUS MACROPHYL US FULL TO BASE, GLO°.PLY MATCHING PODOCARPIYS 1 GAL 40' OC 56' HT MIN T _ PT 22S PITTOSPORLM ToSIRA VARE-6ATA' FILL VARIESATSO PITTOSPORUM 3 GAL %' OC 24' FULL SB IB SPARTINA BAKERI SAND CORD GRASS 3 GAL 36' OC 16' FULL FULL, NATIVE _ ® VA T4 VIBURNUM ODORATI55IMM 'AWAL>Vyl' TTll.l. AWN9.K1 VIEVRNUH T GAL %' OC %' HT MIN - rn O UE n O VO 990 FU LEURNMW ORATI551MM S'^E£T VIFyJRN/M 3 GAL %' OC 24' FULL N \ v E O V02 Mb VIBURNUM OBOVATUM WALTER5 VI&/RNM 7 GAL %' OC 30' RILL FULL, NATIVE, IVE, ZF 72 ZAMI ZAMIA FLORIDANh COONTIE PALM 3 GAL %' OC lb. FILLa - NATIVE U [O zz Z Z Q ZF2 14 CIA FURfIRPCBA CARDBOARD PLANT 3 GAL %' OG 16' FELL CO GROUND VERS CoveBOTAN ICAL ID O N v gt[ NAME COMMON NAME SAS ei� SPACING O HD 9l2 —I— OEBILIS DUNE SIFPLOYER I SAL 12' FULL IB' OC G FULL, NATIVE, VERY DRCU6HT TOLERANT s N In LP 142 LOROPETALLM FULL 24. OG CHINE!♦=E FlRP1F PIXIE' M3'LE PIXIE LOROPETAL1Mf B GAL 14`FULL OI Kp v WP/SEED cd2m gEY BOTANICAL NAME COMMON NAME CONE SIZE z x DP 261TO9 SF DETENTION POND SEED MIX - _ _ E o 35 LB/ACRE El _ FP 49 W 5F PPEMALIIM NOTATLM 'AR6EHTRJE ROLLED TIGHT, 100% INSECT / YEED / DISEASE / DEBRIS REE W PP2 87932 MF P I000% INSECT / vimM / DISEENATPIME' /DEBRIS FREE AR6EMINE B,AHIA6RA55 SEED - - " O 26,122 SF STENOTAPHRLM SECUrLDATLM FLORI— TI6W ROLLED, 100% INSECT / Y® / DISEASE D®RIS FRSB —TAM ST. ALWSTI- rv/ J\ `u MISC. QD' BOTH I�f/y/ ommoN�- SPECIFICATIONS - MULCH TBD FLOMMULCH SHREDDED, GRADE 9', z 5' DEPTH MINIMUM ° ° DETENTION POND SEED MIX (PLANTING RATE, 35 1-55 PER AORF! _ ASCLEFIA5 INCARNATA - SKIMP MILKY® E SA SITTARIA LATIFOLIA - COMMON ARROY4EAD JJ%CJUS EFFIY_US - SOFT RUSH E o E PANIOUM VIRGATUM - SWITCH6R4^6 cl U o Cn W W 2i W � 0O � U _ W CD rUY W /_, o 0.- I— o U) r F E U SHEET NUMBER - L1.03 MLOWTOPWIL SACKPILL ROOTBA(.i. AND TIRI.tHC O TRNK/ROOT ALL TO BE CENTERED AND TREE STABILIZATION AND \ PLI.k-B/LEVEL IN FLANTINiS PIT. PMTILIZATION SYSTEM 1 1 Z 6' DIA CLEAR OF MLGH AT TRUNK FLARE. 3 5' MNIMVL M MGH AS SPECIFIED. Wi@tE 7RC =5 ARE PLACED IN SOD, MULCH RRiS PLAN POR TREES SHALL BE 6' DIAMETER (MIN) OR Avew AS DIRECTED BY OWES RLYRI;`WATNE. ® 4' HIGH BERM, FIRMLY COMPACTED. OTREE FR06 ANCHOR SYSTEM INSTALLED PER MAFLFACTURERS RFLOMNENVATION5. © FINISHED GRADE. (SEE GRAOINS PLANT O TOP OF ROOTBALL MIN. I- ABOVE FINISHED GRADE O PREPARED PLANTING SOIL AS SPECIFIED. OTOP OF ROOTBALL SHALL BE I' ABOVE FINISHED GRADE. FOOTBALLS GREATER THAN 24' DIAMETER SHALL BE PLACED ON WCUN D OF UNDISTJREED EVIL TO PREVENT SETTLING. FOOTBALLS SMALLER THAN 24' IN DIANT MAY 51T ON COMPACTED EARTH. O—ISTHRBED NATIVE SOIL. I SCARIFY BOTTOM AND SIDES OF PLANTING PIT. _i �, A FINAL DETAILS , � MENT TO A PLACEh13NT TO BeBE APPROVED BY OYNER By 112. B. REMOVE SI.RLAP, WIRE AND STRAFE L� j {�,i'I�T I7� GIRDLE TREE oR THAT GmILDROW RESTYHImsRICT ) ON RESTRICT ROOT GROWTH) ON UiPER U9 OF 3X ROOTBA.L WIDTH MIN. IQ ROOTBPLL' SECTION C. PRIM ALL TRIMS IN AC ROANCE WITH ANSI A -GOO. � / I� \ TREE PLANTING 61A SECTION /RAN NTS NOTES, A CONTRACTOR SHALL ASBRE PERCOLATION OF ALL RANTIN6 PITS PRIOR TO INSTALLATION. B. P4EN V 4F1.65 ARE FRUN® IN MAYSE", PRUNE ALL 5HRIA6 TO ACHIEVE LNIFORM MASS / HEIGHT. C. ALL SH LIES AND 6WA NDCOVBRS 5F4A BE PLUNB VERTICALLY, LNL.Ew arts vwsS DIRECTED BY OWNERS REPRESENTATIVE. OTOP OF SHRUG ROOT BALLS TO BE PLANTED I' - 2' H16H WITH 5OIL MOLTDING LF' TO THE TOP OF ROOTBLL-. OPRUNE SHRUBS A5 DIRECTED BY OV44E-RS REPRESENTATIVE O S' MIWMJM OF MLCH AS SPECIFIED. NERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINJOIJS BED. ® SOIL DEW TO HOLD WAITER Top OF PLANTING PIT'BERM' TO BE LEVEL ACROSS PIT. SLOPE DO"44ILL PORTION OF BERM AG REQUIRED TO MEET EXISTING BRADS. NULCHH OVER EXPOEED TOPSAIL. O FINSHED GRADE (SEE GRADING FLAW © PREPARED RANTING SOIL A5 SPECIFIED. (SEE LANDSCAPE NOTES). OSCARIFY SIDES AND BOTTOM OF PLANING PIT. ® FERTILIZER TAI%.E75 (MAX S' DES). 09 LNDISnRBED NATIVE SOIL / 5 \ SHRUB/GROUNDCOVER PLANTING ON A 5LOPE LI50 SECTION NTS 6 TW ROOTBALL LIMITS OF PLANTINS PIT NP SX FOOTBALL DIAMETER PI AN SECTION O FINISH GRADE (SEE GRADING PLANE). O BACKFILL WITH PREPARED FLANTINS SOIL MIX AS SPECIFIED. O FILTER CLOTH, MRAFI soox OR BETTER 4 SLOPE BOTTOM TO DRAIN AUGURED HOLE 4 %18'PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF T To ASSILRE FROFER PERCALATION. © BACKPLL WITH I/W - 3/4' GRAVEL To REWIRED DEPTH THVDU644 OCCI LDING LAYER TO AY PROPER PERCOLATION. O MTER TABLE. (DEPTH VARIES) b UOISTFEED NATIVE SOIL A SET FOOTBALL ON UNDISTURBED STAPLE SUBSOIL 50 TUT TOP OF ROOT BALL IB V ABOVE FINISHED GRADE. Named A THIS DETAIL aiALL ED IMPLEMENTED NERE PERCOLATION RATS ARE 2' PER HOUR OR LESS. B. wNiRACToR TO PERFORM PERCOLATION TEST AS REQUIRED. AND NOTIFY ON4SKLAIVSGAPE ARCHITECT. C. FLEE TYPICAL TREE RANTING DETAIL � THIS SHIM FOR PLANT STAKING ( M \ POOR DRAINAGE CONDITION 1130 SECTION /RAN NTS MULC+VTOP501L 5A4KPILL O TRUNKROOT BALL TO BE CENTERED AND R1MfBPLL AND TRUNK PLUMBLEVEI_ IN PLANTING PIT. TRES STABILIZATION AND O W DIA CLEAR OF MH.0HH AT TRW FLARE FERTILIZATION SYSTEM \ 1 1 O3 3. 4' HIGH 5S RM, FIRMLY cawAGTED. ® 5' MINIMIM OF HARDYAOOD BARK MLOH AG SPECIFIED. N4ERE TRESS, ARE PLACED PLAN IN SOD, MLCH RNG FOR TREES SHALL BE 6' DIAMETER (MIN) OR AS DIRECTED B( ONERS REPRE5EITATNP. O TREE FROG ANCHOR SYSTEM INSTALLED 1 PER MANPAGTURERS RECOMMENDATIONS. 0 4 © 4- MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE 6RADINS PLAW I2, O T6RADE POafHALL MIN. I- ABOVE FINISHED 8 8 PREPARED PLANTING SOIL AG, SPECIFIED. ROOTBALLS GREATER THAN 24' DIAMETER SHALL BE RAGED GN MONO OF j -i T I)NDISNRBED PAIL TO PREVENT GEM HIS. FOOTBALLS SMALLER THAN 24' IN \'•"�'J�11 t r� DIAMETER MAY 51T ON GOFPAGTED EARTH. O—ISTRtHED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTINS PIT. CUT BACK 51-OPE To PROVIDE A FLAT SURFACE FOR RANTING. A FINAL TREE STAKING DETAILS AND 12' O PLAGE'MENT TO BE APPROVED BY OYAER TP. . REMOVE STRAPS B(ANYT4I 5XROTSALL DAND GIRDLE TREE OR WIDTH MIN. RESTRICT ROOT 6ROWTW ON UPPER 1)S of R� ieaN1. 5EOTION D. PRUNE ALL TRESS IN ACCORDANCE WITH /� t 1 � TREE PLANTING ON A SLOPE ANSI Aa00. LI30 SECTION / PLAN NTS MIN. 1/2 MANRF NOEL 1. CLEAR ZONE, %' MIN. FROM BUILDING To CENTER of NEAREST SHRUB. 2. INSTALL SPECIFIED MLCH, 24' MIN. FROM WILDING. '.SPECIFIED MLOH To BE INSTALLED AT A DEPTH of 5' (MIN) r__PLANTIN65 ADJACENT TO BUILDINGS LIED SECTION MS O 6'H'PERIME7ER PLUS' CONL`TRUCTION PENCE BY OC ED PLASTICS OR OWNERS REPRESENTATIVE APPROJEJ EWAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO R45TALLATION. O W TALL METAL'T° POSTS OR 2' x 2' X 8' PRESWI E TREATED WOOD POSTS WITH 24- BARIAL BELOW GRADE, INSTALLATION NOTES A POST SELECTION 5HCULO BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME PEACE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECCMbEIdJED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL RGTALLATCH5. METAL 'r POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRICTION AND OTHER APPLICATIONS. B. POSITS r.*OLLD ES DRIVEN INTO THE 6ROIUND TO A DEPTH OF I/3 OF THE W16W OF THE POST. FOR EXAMPLE, A 6' POST SHOULD Be SET AT LEAST 2' INTO THE GROM O. SPACE POSTS EVERY W (MINJ TO 8' (MAX). D. 'S CURE PENDING TO P05T WITH NYLON CABLE TIES (AVAILABLE FROM Rol W PLA 9TIC5)C WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION 5ETNMN TIES AND POSTS. HOTE, IF MRE TIES ARE NEED, AVOID DIRECT CONTACT NTH FENCE. KRIS MAY DAMAGE PENCE DYER TIME. BEST FACE OF SHRUB/ x GRCUNDGOVER TO FACE FRONT OF PLANTING BED. } } } REFER TO PLANT } } } SCHEWLE FOR SPAOIN& MAINTAIN 12' DEAD ZONE AT BED EDGE. PLAN 5ECTION OTOP OF ENRLCB ROoT5ALL9 TO BE PLANTED V - 2' HIGH WITH "IL MOLMIN , UP TO THE TOP OF ROOTBALL. O PRIME ALL SHRUGS To ACHIEVE A UNIFORM MAM EI6Mf. O3' MLCH LAYER AS SPECIFIED. ® EXCAVATE ENTIRE BED SPECIFIED FOR 6ROUNDCOYHt SED. O FINSHED 6RAVE (SEE 6RADING FLAW. © PREPARED PLANTINS SOIL AS SPECIFIED. (FIM LANDSCAPE NOTES) NOTE, W44EA 6RO1ND- COVERS ANO SHR.B9 USED IN MASSES, ENTIRE ISM To BE AMENDED NTH PLANTING SOIL MIX AS EPECIFIED. OSCARFY OF PLANTNNk PIT SIDES AND BOTTOM. O 4' HIGH BCW4 FIRMLY COMPACTED. �( UNDISTURBED NATIVE SOIL 10 FERTILIZER TABLETS (MAX 9' DEEP) A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. WHEN SFRUBS ARE FIRMED IN MASSES, PRUNE ALL SFFL65 TO ACHIEVE INFORM MASS / HE1644T C. ALL SERIFS AND 6A02IDCOVER5 SHALL BE PULSE VERTICALLY, WLEW OTHERWISE DIRECTED BY OH ERS REPRESENTATIVE [SHRUB/(5ROUNDGOVER PLANTING L190 SECTION / RAN NTS MI.I �MAg7 O INSTALL CONTIMOLIS M.LGH 51 ADJACENT TO PARKING SPACES AS SHg KLC 4 BRA" BE MIN S' DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24' OF A PARKING SPACE ON ANY SIDE. O CURB / PARKING LOT EDGE. -1 PARKING 5PACE/CUR5 PLANTING LISO SECTION NTS PLAN 6 TO TOP OF BUD) OZ -CLEAR TRIMK (1'EA `ERRED TO BOTTOM OF LEAF SHEATHS) M -GRAY WOOD 4EASORM TO TOP OF NARDENED V TRAMK) SECTION O B LAYERS OF BURLAP To PROTECT TR1MK. 2 FIVE 2' X 4' X 18' WOOD BATTERS. 3 SB'AFE BATTENS WITH 2- 3/4' CARBON STEEL BADS TO HOLD BATTERS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HE16HT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. ® (5) 2'X4'XB' SUPPORTS. HAIL (DRILL AN NAIL IF NECESSARY) TO BATTENS AND 2' 4' STAKES. STAIN DARK BROW OS 5' SPEGFIED MUCH © BERM SOIL TO HOLD YIAT R. O FINISH GRADE ® 2X4XZV (MIN! P.T. HOOD STAKES (TYPJ NAIL TO SJFPORT POLES. OPREPARED PLANTINS SOIL A6 SPecirim. (SED LANDSCAPE NOTES). A FINAL TREE STAKING DETAILS AND PLACEMENT TO IS. APPROVED BY OVER B. ALL TREE STAKING 15 TO BE WITHIN MRGH BED AREA OUTSIDE TREE PIT. C. CONTRACTOR SHALL ASSLIM PERCOLATION OF ALL PLANTING PITS PRIOR TO INNSTALLATON - REFER TO POOR DRAINAGE CONDITION DETAIL. WIDTH \'ARM - SEE R/WS IO CROWN ISLANDS ® 5, I SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANG), O CLEAR ZONE, 56' MW FROM BACK OF CURB TO CENTER OF NEAREET SHRUE. CLEAR ZONE SHALL CONTAIN 3' CONAR OLS MNLH OR TIFF, SEE PL0IN5. O 2' MIN VERTICAL OLEPJRAWZ, TOP OF CURB TO TOP OF MULCH. A EXCAVATE A CONTINUOUS 24' DES PIT (FROM TOP OF "1;0) FOR ENTIRE LENGTH AND WROTH OF ISLAND 4 5ACKFILL WITH APPROVED PLANTING MIX. S. PROTECT AND RETAIN ALL CVR55 AND BA.EC COMPACTED 51,66RADE TO REMAIN FOR STRLOTIFAL SUPPORT OF GARB SYSTEM (TAP). C. ALL ISLANDS 944ALL UTILIZE POOR DRANh6E DETAIL HEN PERCOLATION RATES ARE 2' FER HOJFR OR LESS. 4 PLANTED PARKING LOT ISLANDSA-EDIANS LI30 SECTION NTS MIN. } MATURE MIN, � M4ATMIS SFRJB WIDTH 5HR5 WIDTH MIN. 15' CLEAR �. FIRE HYDRANT 1fit -- I.... 5ECTION FIRE HYDRANT. 2 NO PLANT EXCEEDING 12' 1 MATIKE HEIGHT MATERIAL SHALL BE RAGED WTHIN SHONN RADIUS of ALL FROf�FD oR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ( AD RANT _ MATERIAL So THAT NO t { I CONFLICTS WITH PARE HYDRANTS OCCUR O N SITE. F/�RONT Cr HYDRANT (TOKWV CURIA) �� PLAN ( n \ SHRUB PLANTING AT FIRE HYDRANT \,tV 55OTION / PLAN His TNFN� PLAN SECTION 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (I' MIH) ADJACENT FINSH GRADE. REMOVE ALL TWINE 4 STRIPS 4 CUT BURLAP FROM TOP I/5 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4' SHREDDED HARDNOOD MILCH OR APPROVED EW^ JAL 5. OIAMETEIR OF TREE IT TO BE TWICE THE DANTER OF ROOT BALL-ROUSHEH GIVES OF TREE PIT. 4. 5' HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MX BACKPILL 6. TREE WRAP. 7. 4' MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE 6RADIN S FLAW. S. ROOT BALLS GREATER THAN 24' DIAMETER SHALL BE PLACED ON MOUND OF LNDISNRBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER TUN 24' IN VIA MAY SIT ON COMPACTED EARTH. 9. LN019T/RBED SUBSOIL 10. PREPARE FLA" SOIL AS SPECIFIED. it. Tr Frog® RUKOpt FOR W TO 4' TREE CALIPER OR Tree Frog REKOOpt FOR GREATER THAN 4AND W TO 6' TRIEB CALIPER. REFER TO SIT NORK SPECIFICATIONS FOR APPROVED RATER IAL5 AND INSTALLATION REAlIREMENTS. Z Z Z w O O N 0 0 �\ d � ¢o O < ¢ Ol Y _J F— W /' W/'� n U 0 J J o L.L �_ S 'W'TIn UN v/ cl. W W w O� U O OU //wT� W V ''/nW vJ WO = LO O rrr^^ O U SHEET NUMBER L1.50 it GENERAL LANDSCAPE 5PECIFICATIONS AND NOTE5 A SCOPE OF PORK 1. THE PORK CONSISTS OF, FVRNHSHIN6 ALL LABOR, MATERIALS, EOIIFMENT, TOOLS, TRANSPORTATOµ AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS FRO,BGT AS SHom ON THEDRANFIGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED HEREIN. 2. NDRK SHALL INCLUDE MAINTENANCE AND WAf6ZIN6 OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF A. G ANCE BY THE ONWR B. PROTECTION OF EXI5TIN6 STRUCTURES I. ALL EXISTINS BLILON65, AALKS, YIALLS, PAVING, PFIN6, OTHER 51M CONSTRUCTION ITEMS, AND PLANTINS ALREADY COMPLETED OR ESTABLISHED AND PM16PATS TO REMAIN SHALL BE PROTECTED FROM OAMA6E BY THE CONTRACTOR UNLESS OTHERWSE SPECIFIED. ALL DANUFCE RFSUL71146 FROM NI SLI6 E SHALL BE REPAIRED OR REPLACED TO THE SATISF/LTOeN OF THE OVER, AT NO COST TO THE OVER 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY 5MP DEVICES ACCARDINS To ALL REGULATORY A6ENCY5 STANDARD' THROUGH THE DURATION OF ALL. CONSTRUCTION ,ACT VITIES. S. THE CONTRACTOR SHALL SUBMIT A DETAILED FROJGT SPECIFIC YIORK ZONE TRAFFIC CONTROL. PLAN UNLESS THE YNORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF FOOT DE5SN 5TANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 15 PROPOSED, THE CONTRACTOR SHALL SU04T IN NRITIH5 A STATEMENT INDICATNS THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN IO BSINE55 DAYS PRIOR TO START OF CONSTRUCTION. NEN A DIRECT APPLICATION OF FOOT STANDARD INDEX 600 15 NOT ACCEPTABLE A PROS T SPECIFIC NCRK ZONE TRAFIC COMROL. FLAN SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ETLSINSER Nb HAS 9)cCE55PJLLY COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEMNlED BY FOOT FOR APPROVAL. BY TIC COUNTY E45RBER5 REPRESENTATVE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, NETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION THE INFORMATION AND DATA 5HONN NTH RESPECT TO EXISTING UNDER6ROVND FA4ILIT6 AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE ACID BASED ON INFORMATION FURNISHED BY THE OMER OF SUCH UNDER&ROND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE ON E R AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACOLRA CY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE PULL RESPOSIBILMY FOR REVUSSIN5 AMID CHECKN6 ALL SUCH INFORMATION AND DATA, LOCATING ALL UNDERSROU D FACILITIES DURING CONSTRUCTION THE SAFETY AND FFOTECTON TERWFj REPAIRING ANY DAMAGE THERETO RESULT146 FROM( THE HORK. THE COST OF ALL NLL BE CONSIDERED AS HAVINS BEEN N INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR MEAL IES IN NRITIN6 AT LEAST 48 HOURS PRIOR TO BEVNINING CONSTRUCTION. C. PROTECTION OF EXISTING PLANT MATERIALS I. THE CONTRACTOR SHAD. BE RF-SWOWI15LE FOR ALL U ALTHORMO OUTTINS OR DAMAGE TO TREES AND SHRUBS EXISTIN6 OR OTHERAS , CPLSED BY CARE EB6 EQUIPMENT OFERATOµ MATERIAL STOCKPILING, ETC_ THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKIN6 INSIDE THE DRIP -LINE AND SPILLING OIL, GASOLINE, OR ONER DELETERIOUS MATERAS NTHIN THE DRIP -CUE. MO MATERIALS SHALL BE EARNED ON SITE. EXI5TN6 TRESS KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AMID/OR MSI6HTLY SHALL BE REPLACED AT THE COST TO TE CONTRACTOR OF THREE HUNDRED DOLLARS U500) PER CALIPER INCH ON AN ESCAATN6 SCALE YMCH ADDS AN ADDITIONAL. TYBNTY (2O) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER A6 FIXED AND A&RREEDD LIMIDATED DAMA6E5. CALIPER SHALL BE MEASURED 51X (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCWDINS POUR (4) INCHES IN CALIPER AND TVFLVE 02) INCHES ABOVE 6ROUND LEVEL FOR TRESS OVER FOUR (4) INCHES IN CALIPER. 2. SEE TREE MITIGATION RAN AND NOTES, IF APPLICABLE. D. MATERIALS I. 6ENERAL MATERIAL SAMPLES LISTED 5ELON SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE oNWR UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MULCH ONE N CUBIC FOOT TOPSOIL MIX ONE N CUBIC FOOT PLANTS ONE N OF EACH VARIETY (OR TAGGED IN NURSERY) 2. PLANT MATERIALS a. FLAN SPECIES AND SIZE SHALL CONFORM TO 705E INDICATED ON THE PRAWIN65. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH USSERY FLAMM. LATEST EDITION PUBLISHED BY THE FLORIDA DIPARTMEMT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL EE FLORIDA &RADE NO. I OR BETTER AS DETELANED BY THE FLOROA DIVISION OF RANT INDUSTRY. ALL PLANTS SMALL BE HEALTHY, V16ORO S SOUND, YELL-BRAd+W AND FREE OF DISEASE AND INSECTS, INSECT FSSS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROYS SHALL BE UNIFORM IN SIZE AND SNAPS. ALL MATERIALS SHALL BE SLE F T TO APPROVAL BY THEONBi NME ANY RFLtlUIRB THE ARE OMITTED FROM TPLANT LIST, THE PLANTS Aid NISH® SMALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY NTH APPROVAL FROM ONaSR OR ONERS REPRIBERIATIVE. NO SUESTITMON5 SHALL BE MADE NTOUT NRITTEN PERMISSION FROM THE ON M RS REPRESENTATIVE. b. M1161.RE-ERM, THE HEI6W AD/OR NIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL. SPREAD OF BRANCHES KITH THE PLANTS IN THEIR NORMAL PO5ITON THIS MEASUREMENT SHALL NOT INCLUDE THE IM , ATE TERMINAL 6ROWTIH. FLAWS LARGER IN SIZE THAN 'fFH6.,E SPECIFIED IN THE PLANT LIST MAY USED IF APPROVED BY THE oNBR IF THE LIE OF LARGER PLANTS 15 APPROVED, THE BALL of EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. c. INSPECTION PLANTS SHALL BE S B El-T TO INSPECTION AND APPROVAL AT THE PLACE OF 6RCHTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE 01 FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAR THE RNT 6OF INSPECTION AND iEIECTION AT THE SITE M RINS PRO6RE55 OP THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OP ROOT BALLS OR RLAOB, LATENT DEFECTS OR INLRIES. RE.ECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NDNCE REOUBETIN5 INSEFT.CTION SHALL BE SUBMITTED IN M111,16 BY THE CONTRACTOR AT LEAST ONE N YEBC PRIOR TO ANTICIPATED DATE. E. SOIL MIXTURE (PLAMINS MEDIUM, PLANTIN6 MIX, TOPSOIL MIX) I. CONTRACTOR SHALL TEST EXI5TIN5 SOIL AND AMEND AS NECESSARY IN KOOTDANCE WITH THE 6UIDELINS BELOW. 2. SOIL MIXTURE (PLANTIN6 MEDIUM FOR PLANT PITS) SHALL CONSIST OF TYO PARTS OF TOPSAIL AND OE PART SAND, AS DESCRIBED BELON CONTRACTOR TO S.EMIT SAMPLES AND PH TESTNS RESULTS OF SOU- MIXTURE FOR ONER5 RE'PESSEWATNE ,APPROVAL PRIOR TO PLANT INSTALLATION OFMATIOIS COMMtENCE. a. JQ=L FOR L15E IN PREPARINS SOIL MIMURE FOR BACKFILLIN6 PLANT PITS SHALL BE FERTILE, TRIABLE, AND OF A LOAMY CHARACTER, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH W®5 AND OTHER LITTER; FREE OF RSVP-, ST1MP5, STONES LARGER THAN 2' IN ANY DIRECTOµ AND OTHER EMRAN II OR TOXIC MATTER HARM9,L TO PLANT GROYNM. IT SHALL COTTAN THREE IS) TO FIVE (5) PERCENT DECOMPOSED ORGAMC MATTER AND HAVE A PH BETYEBN 55 AND TO. b. SAND SHALL ES COARSE, CLEAN PEL-OR.AININS, NATIVE SAND. 2. TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLES5 DETERMINED TO BE MWITABLE - AT WHICH PoINT THE CONTRACTOR SHALL CONTACT OYAER5 REPRESENTATIVE TO DISCU-,S ALTERNATE RECOMMENDATION PRIOR TO PLANTING - F. Yi4iER I. NATER NWCE55ARY FOR PLANTINS AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT 6190WTH AND SHAH NOT COWAN HARMFUL, NATURAL- OR MAN-MADE ELErCBNiS DETRIMENTAL TO PLANE. WATER MS nNo TE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE PROM THE CANER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRAN6EMBM FOR ITS USE BY HIS TANKS, HOSE, SPRINCLERS, ETC.- IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OVER _ 'WATERING/IRRI6ATON RESTRICTIONS MAY APPLY - REFER TO PROPERTYS JRISDICTONAL AUTHORITY. 6. FERTILIZER CONTRACTOR SVJJ- PROVIDE FERTILIZER APPLICATION SCHEDULE TO 111 B AS APPLICABLE TO SOIL TYPE, PANT INSTALLATION TYPE, AND o SITES PROPOSED USE. W96ESTD FERTILIZER TYPES SHALL BB ORGANIC OR OTHERWISE NATURALLY -DERIVED. E ° FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY5 JURISDICTIONAL AUTHORITY. - H. MACH AT A I. MULCH MATIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT KW DISiACEENi, AND APPLIED DEPTH ERof THREE (S) INCHES. CLEAR MULE FROM EACH PLANTS CROWN (SAES. MULCH SHALL BB'FLORMA.LN,' EUCALYPTS MACH, OR SIMILAR m SUSTAINAB-Y HARVESTED MULCH UNLESS SPECIFIED OTH3R91SE. w / I `TYPICAL LANDSCAPE 51-ECIFICATION5 (FLORIDA) unl 2. PROVIDE A THREE M (5) INCH MNIMLATER OF SPECIFIED MULCH OVER THEENTIRH SI E AREA OF EACH BED, 6RCUNO COVER, VINE BED, AND TREE PIT W MINIMUMU PLANTED UNDER THIS CONTRACT. I. DIGGING AND HANDLING I. PROTECT ROOTS OR ROOT BALLS OF FLAWS AT ALL TIMES FROM 5U% DRYINS WINDS, WATER AND FREEZING, AS NECE%ARY UNTIL PLANTING. PLANT MATERIALS SHALL. BE ADEQUATELY PACKED TO PREVENT DAMAGE DURIN6 TRAN5IT. TREES TRAN5PORTID MORE THAN EN T00) MILES OR MICR ARE NOT PLANTED NT IN THREE (5) DAYS OF DELVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRAIWPIRAW PRODUCT (`NLTPRLF' OR EQUAL) TO MINIMIZE TRAMEPIRATIONAL WATER LOSS. 2. BALLED AND SUIRLA.PPED (BIB), AHED FIELD GROWN (F6) FLAWS SHALL BE OM WITH FIRM, NATURAL BALLS OF SOIL OF SURICIEW SIZE To ENCOMPASS THE FIBROUS AND FEEDING ROOT`- OF THE PLANTS. NO PLANTS MOVED NTH A ROOT BALL SHALL BE FLANTED IF THE BALL 15 CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. 5. PLANTS MARKEO'OR' IN THE PLANT LIST SHALL BE DW WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY CUT DURING TRANSPORTATON AND PRIOR TO PUNTING. 4. PROTECTION OF PALMS, ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CRONN OF THE PALM TREES TO FACILITATE MOVN6 AND HANOLIN5. CLEAR TRUNK (CT) SHALL BE AS f IFIED AFTER THE MINIMA OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PUNTING DETAIL 5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE MZK NNTS SUCH AS UTILITIES OR HAR05CAPE ELEMENT5, FOCTERS AND PREPARED SL6BA E,. J. CONTAINER 6RONN STOCK I. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VI60RCU3, YELL -ROOTED PLANTS E5TA5LH' ED IN THE CONTANER IN N-0CH THEY ARE SOLD. THE PLANTS SHALL HAVE TOP5 MICH ARE OF 6OCD QUALITY AND ARE IN A HEALTHY 6ROWIN6 CONDITION. 2. AN ESTABLISHED CONTAINER 6ROYN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER NO 6ROYN IN THAT CONTANER SUFFICIENTLY LONE ENOUSH FOR THE TRY/ FIBROUS KC M TO HAVE DEVELOPED SO THAT THE ROOT MUSS WILL RETAIN ITS SHAPE AND HOLD Ta'ETNE:R YMEN REMOVED FROM THE CORTA` N R CONTAINER 6ROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. S. ROOT BCVND PLANTS ARE NOT ACCEPTABLE AND NLL BE RE.ECTED. 4. FPS- 'ROOTS PLUS 6ROAMW CONTAINER PRODUCTS SHALL BE USED Y4ERE 5FECIFIED. K. COLLECTED STOCK WHEN THE USE OF COLLECTEV STOCK 15 PERMITTED AS INDICATED BY THE OYNER OR C"ZERR5 REPRESENTATIVE, THE MINIMUM SIZES OF FOOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY BRONN 5TOCK OF THE SAME VARIETY. L NATIVE STOCK PLANTS COLLECTED FROM NLD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY &ROM NIEN THEY HAVE SUN SUCCESSFULLY RE-E5TABLISM IN A NURSERY ROW AND 6RON1 UNDER REGULAR TULSERY CULTURAL MACTIC55 FOR A MINIMUM OF THO (2) 6ROWIN6 SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP 6RONNTH TO INDICATE FULL RECOVERY FROM TRANSPIAMIN6 INTO THE NRWRY RON M. MATERIALS L15T WANTITES NECESSARY TO COMPLETE THE YORY ON THE ORAWIN65 SHALL BE NRNIS BY THE CONIRAC,7M QUANTITY ESTIMATES HAVE BAN MADE CAREM LY, BUT THE LANDSCAPE ARCHITECT OR OVER A UHIBS NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DI5CREPACY OCQAR BETWEEN THE PLANS AND THE PLAN' LIST QUANTITY, THE ONSyi5 REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO 5IODIN6 OR INSTALLATION ALL DIMENSIONS AND/OR 51Z SPECIPIED SHALL M THE MINIMUM ACCEPTABLE SIZE N. FINE &RAVING I. FINE GRADING UNDER THIS CCNIRAIT SHALL CONSI5T OF FINAL FINISHED 6RADIN5 OF LANK AND FUMING AREAS THAT HAVE BEEN RDU6H GRACED BY OTHERS- BHRMN6 AS SHONN ON THE ES DRANNGS SHALL SE THE RPON5151LITY OF TR E CDWRAITO, UNLESS OTHBFN E NOTED. 2. THE CONTRACTOR SHALL FINE 6RADE THE LANAI AND FLANTINS AREAS TO BRING THE ROUSH 6RADE IP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CQON RACTOR SHALL FINE 6RADE BY HAND AND/OR NTH ALL EaUIPNENT NECESSARY INCLUDING A GRADINS TRACTOR NTH FRONT -EN P LOADER FOR TRANSPORTIN6 SOIL WITHIN TE SITE. 5. ALL PLANTNS APNEAS SHALL BE 6RADEO AND MAINTAINED FOR POSITIVE OKAINA&E TO SURFA4ESUESURFACE STORM DRAIN 5Y5TBM5. AREAS AOJACENT TO EIUIIDIN65 5RALL SLOPE ANAY FROM THE EUILDINSS. REFER TO CML EKSR✓ffR5 PLANS FOR FINAL GRACES, IF APPLICABLE. O. FLAWIN6 PROCEDURES I. CL.EANINS UP BEFORE COMMENCING PORK, THE CONTRACTOR SHALL CLEAN WORK AND SURRQMDINS AREAS OF ALL RUBBISH OR OBZZTIONA5LE MATTER DAILY. ALL MORTAL; CEMENT, AND TOXIC MATERIAL SHAL BE RD40VED FROM THE SURFACE OF AL PLANT BEDS. THEE MATERALS SHALL NOT BE MIXED WITH THE SOIL SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL YNICH NLL IN ANY WAY ADVERSELY ARP55T THE PUNT 6ROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE ON E RS RtPRESENTATI VE CFALUFP TO DO W BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE ONTRACTOR 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING OJT NOT LIMITED TO, ELECTRIC, 15A5 (LINES AND TANKS), WATER, SANITARY SENE , STORMWIATER SYSTEMS, CABLE, AND TELE HOW. FROFORLY MAINTAIN AND PROTECT EXISTINS UTILITIES. CALL SUNSHINE STATE ONE CALL OF MORIDA INC. (BIN) TO LOCATE UTILITIES AT LEAST 45 HORS PRIOR TO CONSTRUCTION. S. SU26RADE EXCAVATION: CONTRACTOR 15 RESPONSIBLE To REMOVE ALL EASTINS AND IMPORTED LIMBPOCK AND LIMEROCK SUB -BASE FROM ALL LANDSCAPE PIANTINNS AREAS TO A MINIMUM DEPTH OF 86' OR TO NATIVE SOIL CONTRACTOR 15 RESPONSIBLE TO BACKFlLL THESE PLANTING AREAS TO ROU6H FINISHED GRADE NTH CLEAN TOPSOIL FROM AN ON5M! SOURCE OR AN IMPORTED SOURCE. IF LIMET OGK OR OTHER ADVERSE CONDITIONS OCCUR IN PANTED ARRAS AFTER 56' DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE ORANA6E CAN NOT BE A kHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTIN S DETAIL. 4. FURNISH NALSERY5 CERTIFICATE CF COMPLIANCE NTH ALL RSmFEM N(s AS SPECIFIED HEREIN INSPECT AND SELECT PANT MATERIALS BEFORE FLAWS. ARE DUES AT HURS£RY OR 6ROWINS SITE. 5. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL RE6U.ATON5 60VERNUS LANOSCAPE MATERIALS AND WORK. lONPOTAi TO ACCEPTED HORTO.LTLRAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE T oROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PUNTS STORED ON51M SHALL NOT REMAIN UNFLANTED OR APPROPRIATELY HEALED IN FOR A PEW- EXC>EFDIN6 TYENTY-FOUR (24) TOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRAOTCE5 SHALL BE EXE RCI5ED. 6. THE WORK SHALL BE COORDINATm WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING NTH IRRIGATION WORK TO ASSURE AVAILABILITY OF HATER AND PROPER LOCATION OF FRISATION APiIRTM ANCE5 AND PLANTS. 'T. ALL PLANTIIS PITS SHALL BE EXChVATE TO SIZE AND PET" IN ACCORDANCE NTH THE LIA STANDARD FOR NURSERY STOCK 260.1, UNLESS SONN OTHERWSSE ON THUD DRANN65, ANO BALK FILLED WITH THE PREPARED FLAW" SQL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS NTH WATER BEFORE FLAWINLS R TO ASSURE PROPER DRAINAGE FERCOUTION 15 AVAILABLE. NO ALLOYNANCE WILL Be MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAWEE EXISTS, UTILIZE POOR DRAINAGE CONDITION' PANTING DETAIL. TREES SHALL SET PU1hID PID kWID IN POSITION UNNTIL NNE FLANTINS MIXTURE HAS= PUSH® INTO PLACE WITH A SLOW, KILL HOSE STREAM. ALL PUNTING SHALL BB]PERFORMED BY PERSOIUEL. FAMILIAR WITH PLANTING PROCECIIRES AND UNDER THE SUPERVISION OF A CUALIFIED LANDSCAPE FOREMAN. PROPER ',ETTIN6 IM SHAH. BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE FLATS. 'JET STICK' OR EQUAL 15 RECOMMENDED. 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SUILDIN65 AND BUILDING STRUCTURES MILE INSTALLINS TREES. 4. SOIL MIXTURE SMALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10. TREES AND SRLIBS SHALL SE SET 9-MA16W AT AN ELEVATION THAT, AFTER SETTLEMENT, THE RANT CRONN WILL 5TANo ONE N TO TWO W UCHES ABOVE 6RADE. EACH FLINT SHALL BB SET IN THE CENTER OF THE PIT. PANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY PLATER (AFTER TAMPING). 11. AMEND PINE AND OAK FLAW PITS NTH ECTOMYCORRHIZAL SOIL APPLICATION PER MAN.FXCTLRER5 RECOMMENDATION. ALL OTIE R FLAW PITS SHALL.. BE AMENDED NTH E DOMYCOR RHHIZAL SOIL APPLICATION PER MANUFACTURERS RCCOMMENVATOTL PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO 11,10aIATON 12. FILL HOLE WITH EOIL MIXTURE MAXIMS CERTAIN ALL SOIL IS SATURATED. TO Do THIS, FILL HOLE WITH HATER AND ALLOW TO SOAK KNIKM TYEHNTY (20) MINUTES, STIFF" IF NECEESARY TO 6ET SOIL THOROUGHLY NET. PACK L16HTLY NTH PET, ADD MORE NET SOIL MIXTURE. DO NOT COVER TOP OF BALL NTH SOIL MIXTRE. ALL BURLAP, ROPE, NRES, BASKET', ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 15. TREES SHALL SE PRUNED, AT THE DIRECTION OF THE OMER OR OYNBR5 REPRESENTATIVE, TO PRE: mvm THE NATURAL CHARACTER OF THE PUNT. ALL SOFT HOOD OR eU`4C VF GROYTM AND ALL BROKEN OR BADLY DAMMED BRANCHES SHALL BE REMOVED WITH A CLEAN OUT. ALL PRIMING TO BE PERFORMED BY CERTIFIED ARE GRIST, IN ACCORDANCE NTH ANSI A-700. 14. SHRUB5 AND 6ROLND COVER PUNTS SHALL 5E EVENLY SPACED IN ACCORDANCE NTH THE DRANIN66 AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN RFtdIIREPB715 OR GUANTTES 5HCW ON PUNS, AHICHEVER 15 6REATM CULTIVATE ALL PLAHTIN6 AREAS TO A MINIMM DEPTH OF 6, REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4- TE FLANTJHb SOIL MIXTURE AS SPECIFIED IN SECTION E THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION I5. TREE 6UYN6 AND BRACINS SHALL BE INSTALLED 6Y THE CONTRACTOR IN ACCORDANCE WITH THE PLANS, TO INSURE STABILITY AND MAINTAIN TRESS IN AIN UPRIGHT POSITION IF THE COHIRACTOR AND ONNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OVER SHALL NOTIFY THE FROJECT LANDSCAPE ARCHITECT IN YNTIN6 AND ACRES TO INDEMNIFY AND HOLD WRM_EY THE PROJECT LANDSCAPE ARCHITECT IN TE EVENT UNSUPPORTED TREES PLANNED UNDER TI15 CONTRACT FALL AND DAMA6E PERSON OR PROPERTY. I6. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS NEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE 01,1ERZ-RQAD4R' SHALL BE APPLIED FOR SEED CONTROL BY WALIFIED PERSONNEL TO All PUNTING AREAS IN SPOT APPLICATIONS PER MA181FPCTVRCRS PRECALMO 5 LAID SPECIFICATIONS. PRIOR TO FINAL INSPECTION!, TREAT ALL PL WN5 BEDS WITH AN APPROVED PRE-EMB35E11IT HERBICIDE AT AN APPLICATION RATE RECOMMBDED BY THE MANUFACTURER. (A5 ALLOYED BY-L%5DICTOUL AUTHORITY) P. LAM SODDIN6 I. THE NORK CONS ST5 OF LANK BED PREPARATION, SOIL PREPARATION, AND SODDING COM-LETS, IN STRICT ACCORDANCE NTH THE 5F5CIFICATIONS AND THE APPLICABLE DRANN65 TO PRODUCE A TURF SRA65 LAM ACCEPTABLE TO THE OMER. 2. ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY 5=6H 6RA55, YE£DS, AND DEBRIS BY MEAN5 OF A SOD CUTER TO A DEPTH OF THREE 0) INCHES, AND THE SFZUND BRCUSW TO AN EVEN GRADE. THE ENTIRE SRFACE SHALL BE Rou-w NTH A ROLLER PEI6HING NOT MORE THAN ONE-HM WED QOO) POUNDS PER FOOT OF MOTH. D/RINS THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED NTH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND POLLED UNTIL FRESEdTINS A WOOTH AND EVEN FINISH TO THE REQUIRED 6RADE. 5. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL EMI-, AND DEPRESSIONS ARE REMOVED. YET PREPARED AREA THOROUGHLY. 4. SODDIN5 a. THE CONTRACTOR SHALL 50D ALL AREAS THAT ARE NOT PAVED OR FLAMED AS DESI6NATED ON THE DRANN55 NTHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b. THE S.OD SHALL BE CERTIFIED TO MEET FLORIDA STATE FLAW BOARD 5FIE- FICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FRE FROM Y®S, F N6U5, ITSiCTS AND DISEASE OF ANY KIND. c. SOD PANELS SHALL_ BE LAID TIGHTLY TOGETHER W AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE ED6S OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, S, PAVED AND PLANTED AREAS. ADJACENT TO BUILDIN65, A 24 INCH 5TOE MACH STRIP SMALL 5E PROVIDED. IMMEDIATELY FOLLONN6 SOD LAYING, THE LANN AREAS SHALL BE ROLLED NTH A LAWN ROLLER CUSTOMARILY USED FOR 5UCH FVRPO5E5, AND THEN TNOROMH LY IRRIGATED. IF, IN THE OPINION OF THE 01 TOP-DRSSIN6 15 NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PAWLS AND TO EVEN OUT INCONSISTENCIES IN THE SAD, CLEAN SAND, AS APPROVED BY THE ONWRS _REPR55ENTATNE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE' D AND THOROUGHLY WATERED IN FERTILIZE INSTALLED SOD AS ALLOYFJD BY PROPERTYS JURISDICTIONAL AUTHORITY, 5. DURING DELIVERY, PRIOR TO, AND CURING THE PLANTIN9 OF THE LAVA AREAS, THE SOD PANGS SHALL AT ALL TIMES BE PROTECT® FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS To THE SAL ALL SOD SHALL BE STALKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE-- 6. LAM MA ITNANCE a. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LANL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-S0DDIN6 OF ALL ERODED, 5UNREN OR BARE SPOT5 [LARGER THAN 12'X12') UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNERS REPRESENTATIVE. REPAIRED SODDING SHALL BE ALCOMPLISED AS IN THE ORIGINAL PORK (RCLUDINS RE-GRADINS IF NECESSARY). b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAININS 5OOA AWN UNTIL ACCEPTANCE BY THE oNlSF5 REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WA7ERIN6ARRI&ATION SCHEDULE TO OYALR OBSERVE ALL APPLICABLE WATISI RESTRICTIONS AS SET FORTH BY THE PROPERTY5 JAISDICTIONA. AUTHOW TY. 0. CLEANUP UPON COMPLETION OF ALL FLAWING WORK AND BEFORE FINAL ACCEPTAN.,E, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EMIPMENT, AND DEBRIS RESULTING FROM HIS NORC. ALL PAVED AREAS SHALL SE CLEANED AND THE SITE LENT IN A HEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OP ERS REPRESENTATIVE. F. PLANT MATERIAL MAINTENANCE ALL PLANTS AND FLANTINS INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY AAlVRIN6, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKIN5 OR REPAIRNS 6UY 5UPPORT5) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONIRAC.TOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE ONNERS REPRESENTATIVE 5. FINAL. INSPECTION AND A4415-TANCE OF WORK FINAL INSPECTION AT THE BID OF THE WARRANTY PERIOD SHALL BB ON PLAWIN6, COUNT FICTION AND ALL OTHER INCIDENTAL WORK FB INRI6 TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SNAIL BE S.B.WCT TO THE SAME ONE (U YEAR WARRANTY (OR AS Sa IFIEO BY THE LANDSCAPE ARCHITECT OR OVER IN NRITIN6) SESSiNNINLS WITH THE TIME OF FEP� AND ENDIN6 WITH THE SAMW IWPJJOH AND ACCEPTANCE HEREIN DESCRIBED. T WARRAAMY 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (IMCLUDINS SOD) BY THE LANDSCAPE CONTRACTOR SHALL IE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE N CALENDAR YEAR COMM54IN5 AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE ONE R5 REPRESSENTATVE. 2. ,ANY PLAN NOT FOUND IN A HEALTHY 6ROWINS CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS WON AS MATHS R CONDMON5 PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE .TAME KIND AND SIZE A5 SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO E ONNR E 9. IN THE EVENT THE OVER DOES NOT CONTRACT NTH THE CONTRACTOR FOR LANDSCAPE AND IRRI&ATON FW NBNMI'.E, THE CONTRACTOR SHOULD VISIT THE PROSCT SITE PERIODICALLY DURINS THE ONE 0) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEIN6 PERFORMED BY THE ONNER CONTRACTOR SHALL NOTIFY THE OVER IN NRITINS OF MANTEHAOE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VI51T5 SHALL BE CONDVDTW A MINIMUM OF ONCE PER MONTH FOR A FERIOD OF T'WLVE 02) MONTHS FROM THE DATE OF ACCHPTANCB. A.Y ) LU z IL O U Q v) CU 0 1 L11 J 0- ^ v/ 6 J � J Q O ua U LU1 W W O� UO OU -W w CD co� a Q O r LO O LL f O (!) r F- C) SHEET NUMBER L1.51 (2 IIIr:2 1LI ii"y<: TILL' NORTH GRAPHIC SCALE IN FEET 0 20 40 e0 IRRIGATION SGHEDULE Qn� E% ®®® HINTER W STRIP FROS-Ob-PR540-OV-R m 40 Lsi asr SST T ROTATOR, 6' 0524 CM1 FCFW WITH FACTORY INSTALLED CFECK VALVE, RECLAM® BODY GAP, FRE59.RB RESLILATED TO 40 PSI (2.T6 BAR), MP ROTATOR NOZZLE ON PR540 BODY. L5T•I VORY LEFT STRIP, SST -BROWN SIDE 5TRIP, RST=COPPER R16HT STRIP, 0 V O WMER MPOOO PROS-06-PRa40-OV4R 41 40 TURF ROTATOR, 6' (1524 OM) POP-UP WITH CH5n< VALVE, RECLAIMED BODY OAP, PRL9B/RE REELLATED TO 40 P51 (2.76 EAR), MP ROTATOR NOZZIJ= ON FK540 BODY. M•MAROON ALJ APES a0 TO 210, L•L16HT BULE 210 TO 210 ARC, O.OLIVE BW ARC. /� VOV HINTER MP]000 MWS�V-R 44 40 TARP ROTATOR 6' 0524 O" POP-UP WITH DECK VALVE, RECLAIMED BODY CAP, PRESWRE RE6R.ATE) TO 40 P51 (2.76 BAR), MP ROTATOR NOZZLE ON FRS40 BOW. K=BLACK ADJ ARC a0-2I0, 6=6MMIN ADJ ARC 2I0470, m R+R3 ,D ARC. ,515O HINTER MPS0o0 PROS-C�V-R 21 40 T)RF ROTATOR, 6' 0524 CMI POP-UP WITH FACTORY INSTALLED GFECK VALVE, RECLAMED BODY CAP, PRE%LRE RE6N_ATEO TO 40 PSI (2.76 BAR), MAP ROTATOR NOZZLE ON PRS40 BOW. B.BI.IIE ADJ ARC ao-210, Y-YELLOW ADJ ARC 210-Z7O, A'6RAY 560 ARC. v 14 m RAIN BHIRD IEO�AM-14OD FLOOD 151 40 ,ao, Toaz I t e ROOD DER 40' POFVP WITH CHECK VALVE SYMBOL IFTION arc AREATODECEIVE ® 4-12(1E Nwum 09W (12) 14/a01 L.F. LE im C-I2 (PURPLE IN COLOR) .. _ LANDSCAPE S AT 12.0- 0N6 LANDSCAPE DRIPLINE. EMIT EMITTERS 12.0" O.G. E LATERALS SPACED AT 12O' APART, WITH ACED A EMITTERS MITTT3N9 OFFSET FOR TRIASU.AR PAT7F3RN SYMBOL MhN.FAGTIARER/MOOBJOFSCRIPTIONQly RAN BIRD P65 I-V2' I I°, I-V2', 2' PLAS116 INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, &LOBE CONRI6ARATION. WITH SCFLVW2 TECNNOLo6Y FOR RaIABIE PERFORMANCE IN DIRTY WATER IRRI6ATION APPLICATIONS. BF PEBCO 525Y I' I REDUCED PRE5- BACKFLOW PREVENTEi © ZN BIRD ESFf2LXK7 WITH (O2) ESPLXMSMI2 I STATION COMMERCIAL CONTROLLER FLASTG WALL MCN)NT. FLON SENSIN&. ® RAIN BIRD RSD-sex I RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. FS RAIN BIRD F5-200-B 1 IS' FLOW SENSOR FOR USE WITH RAIN BIRD MAXICCM, 51TECONTROL, AIID EiP-Lm CENTRAL CONTROL SYSTEMS, BRASS MODE-. `SVOSEE[ STED OPATIN6 RA L` OF 4A GPM TO 2a40 6PM. SENSORS 5HOV.D BE 512ED FOR FLOW RATHER THAN PIPE SIZE. M� WATER METER 1-112' 1 — — IRRI&ATION MANLIKE, PVC 5GF&vU.E 40 If44 L.F. PIPE SLEEVE, cPVC SCHMM-E 40 1963 L.F. LATERAL 5LEEVIM6 FIDE SLEEVE. PVC SCFEM E40 1642 L.F. MAINLINE SLEEVIN6 FLOW TOTALS FLOW TOTALS AnR far OrIPINe, 290.1 151.0 TTf Ratay: 1003 TI-1, 4700 GPM IRRIGATION NOTES 1. CONTRACTOK SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EOUIPN om OLANnnSB, ETC. PRICK TO BEST NNIN6 V1ORK 2, CONNTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN ALAS OR SF5aIFIGAnONS PRICK TO EE6INUN6 OR C4NnN)IN6 WORK B. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELEnONS, OR ADDITIONS TO THIS PLAN KTHOL T APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL CONSTRUCTION SHALL CONFORM TO GTY, CCWM, STATE, AND PEDERAL REW11RB4BNTS. IT SHALL BE THE RESPONSIBILITY OF THE IWA6ATTON CONTRACTOR TO ENSURE THAT ALL IRRI6ATIOH SWIPMENT MEETS &OVE¢NMENT REW ATIONS. CONTRACTOR 94ALL ALSO BE RI5PoM5IBLE FOR OBTAINING ANY NFL4-.SARY PERMITS OR APPROVALS, 5, THIS PLAN IS SCHEMATIC AND ME TO THE NATLIRE OF CONSTRUCTION WSW FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT FLAK 6. CONTRACTOR TO VERIFY ACTUAL AVALAEL.E WATER PRE51AW FORE BESINUN6 INSTALLATION CONTRACTOR SHALL NOTIFY LAN SCAPE ARCHITECT IF AVAILABLE WATER PRE'AURE KLL NOT A LOA SYSTEM MODIFICATION TO BE POSSIBLE. 7. IRRI6ATION SYSTEMS CONNECTED TO POTAELE WATER SUPPLY, SHALL HAVE A BAVg9H PTEVENTER INSTALLED. 6. WERE APPLICABLE IRRI6ATICN HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINMIM TIER SPRAY BEYOND LANDSCAPE AREAS. 4. Ewsnmd TREES TO REMAN ARE TO BE PROTECTED FROM DAMA6E. W NOT TRENCH OR E%CAVATB WITHIN THE CRITICAL ROOT ZONE OF ANY TRIM 10. ALL IRRIGATION 5L2VPN6 TO BE THE RE7PONNB(LITY OF THE IRRI6ATION CONTRACTOR M-WTRICAL WIRES FOR IRRI6ATION VALVES AND IRRIGATION LINE ME TO Be PLACID IN SEPARATE SLEEVES, MAINLINE SHOPW FOR II. IRRIGATION CIX4TRVTOR SHALL REVEN INNTTSUunON FROCaARES FOR IRRIGATION SYSTEM KTH C4Y1CR5 CLARITY. INSTALL MAINLINE AND VANE RLPRE5 NTAmE. 6' FROM B.O. V#MN POSSIBLE 12. ALL PANT MATERIAL IN TREE HOLDING AREAS SHALL 13E MANVALLY VATERWARRI6ATED TO KEEP MOIST mm PLACID. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS 19, CONTRACTOR TO PROVIDE MERMANQNT 5BNCHH-MARKON ALL aIRID B LINES AT KILATSLEINB Al.LOC(TYP). myr). _ _ _ _ _ 14. THE IRMOA71ON SYSTEM SHALL W DES16N W AND INSTALLED TO MINIMIZE ROOT OISTL RBANCB IN EXI5TN6 TRESS. _ z_- 4. IS. . IRRIGATION SPRAYS AND ROTORS ARE NOT CONaN w ON THE sAMmoI BEDS CCVALVE CIRCUIT - LANDSCAPE E-a.. TURF ON 9EARATE CIRCUIT&. THIS PRO.EOT, %N OIHLS BOTH HORIZONTAL AND VERTICAL CCfSTa.GTION SNALI- INCORF RATE WATE� PWMBIN& PIXNRES AND IESRSY STAR APPLIANCE AS RSOAP BY CHAPTER ITS OP THE cjT OF C1.OB'& COGS OF ORDINANCES. Z ZJ U c0 0 0 W O I O 0 H\ N m a� oo mZ 2 N w 5 Y ^ _ z Q J z _o D rrQ (� ry Q J O L,L Q J J U W W W W O0 UU w W (D co o U O a. 'OO ^ V) U SHEET NUMBER L2.00 O FINISH 6RADwroI. OF muLGH O VALVE BOX WITH LOVER: O REMOTE CONTROL VALVE: ® ID TAG, gO WATERPROOF CONNECTION, O SO -INCH LI W-AR LENGTH OF WIRE, COILED O PRESI/RE REW ATINS (WICK CHECK BASKET FILTER O PVC IN 80 NIPPLE (I.ENXTH A5 RBOUIRED) ® PVC BGH 40 E1 lO PVC SCH SO NIPPLE 12-INCH LBASTH, HIDDEN AND PVG IN 4o ELL II PVC SON 40 TEE OR ELL 12 MAINLINE PIPE 13 5-INGH MINIMUM DEPTH OF 5/41NGH KASHED 14 AITL PY 80 HIPPLE, CL05E IBPVC SCH 40 TIES 16 PVC. SCH{ 40 ELL 17 PVC SCH 40 FEMALE ADAPTOR Ig LATERAL PIPE ���� SIDE VIEW i_ COMMERCIAL CONTROL DRIP ZONE VALVE KIT L250 SECTION /PLAN NTS NOS VALVE BOX WITH LOCKING LOVER FINISH 6RADE CONTROL WIRE WITH -- IDENTIFICATION TAG, 9015 ELL-PVG SCHEDULE 40 SLHEDULE 6O PVG NIPPLE TO SPRINKLERS .:. - / - MAIN LINE FITTIN6 J b' GRAVEL SUMP JJ MAIN SUPPLY LINE LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BET+EEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. 5 , TfPIGAL CONTROL VALVE L2b SECTION R5 WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS. � MFuW TIES OI IRR6ATION CONTROLLER CONTROLLER (OYPER TO SPECIFY WALL N(OIMT OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL PER MANAFAOTN:E-R5 REGo!42 JOATIDHs. O .UNCTION Box O I -INCH CONDUIT AND FITTIN 6 TO PORK SUPPLY ® POWER SUPPLY WIRE O 2-INCH CONDUIT AND FITTIN65 FOR STATION WIRE © WIRE TO REMDM CONTROL VALVES NOTES, I. FOR EASE OF INSTALLATION INTO A CONTROLLER .. -- - WITH MORE THAN 34 STAnoNS, IN5TALL A JAL'TON BOX AT THE BASE OF C o ROLLER AND 7RAHBIn0N LAR6ER VALVE AND COMMON YURE FROM FIELD, TO INSTALLATION NOTE 15 AW5 MITI CONDUCTOR WIRE TO BE USED IN GON'iROLLER. 2. USE STEEL CONDUIT FOR ABOVE 6RADE AND IN 40 PVC CONDUIT FOR BELOW SRADE CONDITIONS. I. ALL MAIN LINE TO BE INSTALLED ACGORDIN S AND TESTED TO MANIPACTURER5 INSTALLATION INSTRUCTIONS. 5. PROVIDE RtOPER 6FCNNDIN6 COMPONENTS To 2. ALL TRENCH DEPTHS AND WIDTH5 SHALL BE SHOWN ON ACHIEVE 6ROUND RESISTANCE OF 10 OHME S OR L9. THE TYPICAL TRENGHIN6 DETAILS. ( 1 \ TYPICAL CONTROLLER L250 ELEVATION NTS OFINISH 6RADF roP OF MULCH OVALVE BOX Y(ITH COVER, OP/C SOH 40 TEE OPVG LATERAL FIFE OFILTERED DRAIN VALVE, OBRICK (I OF 2) O6-INCH MINIMUM DEPTH OF 5/4-INGH WASHED 6RAVEL L,DRAIN VALVE L290 SECTION NTB AL D TUB TT GO CT O SHALL SE CLPMFED PER MANUFACTURERS SPECIFICATIONS DRIRINE 1 1 I 1 0.QFA �IIEiIX C L� TO tgM DRIP BLFF1Y POINT FROM CONTROL VALVE WHERE APPLICABLE No�: CONTRACTOR TO REFER TO IR6AON PLAN FOR RT P TUBING TO BE ROUTED IN THE RANT LOCATION OF CONTROL VALVES THAT UTILIZE MATERIAL BED WITH AT MAXIMUM LATERAL MA-TIP-5 ORIPLINE SUPPLY CONNECTIONS. IF NOT SPACIN6 OF Ib INCHES. SHOM. INSTALL WITHIN ADJACENT 6RE'_N AREA NOT IN A H16FLY M515LE AREA. 2. DRIP T1161N6 TO BE INSTALLED IN A 5RD PATTERN. DRIP TUEIN6 SHALL NOT BE INSTALLED IN A LONG, CONTINUOUS PUN. 5. CONTRACTOR TO REFER TO IRRI6ATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTPL.E DRIPLINE SUPPLY CONNECTIONS (IF S Yiw. f 5...\ TYPICAL THRUST BLOCK L�50 SECTION! NTS TON NOTES 1. 5000 P% CONCRETE OR mrmH IS TO oe USED FCR THR,5T BLOCKS. 2. FOR 4%LM56 FI7IN55, MINKH OF 2 DISK FEET OF CONCRETE TO BE LEER, S. FOR TESS, M IKH OF MINIMA FEET CUBIC FEET CF CONCRETE TO EE USED. 4. FOR TEES, MNIM)M OF 2 0.8Ic FEET OF CONCRETE To BE L5®. TNRST BLOCKS REOJIREJ FOR IRRI6ATION MAINLINE 2 1)2' AND LAR5ER THRUST BLOCK REINFORCEMENT \,tffj SECTION NTS lO TURF 6RA55 O VALVE BOX LID 9O FINISH 6RADE ®" AIR RELIEF VALVE, TO BE INSTALLED AT H16H FORT5 IN DRIP ZONE ® Y, x 9/' PVC REDUCER ouEHIN6 © BARB X FEMALE THREAD CONNECTOR. (D V BLANK DRPLINE 1USINS, BO BARB X MALE THREAD ColMEOTos, 0 PVo TEE CONNECTED TO PVC HEADER PIPE IO S' MINIMUM DEPTH OF ZYW WASHED 6RAVIS. II BRICK 6 OF 2) CLEAR I� SPRAY SPRINKLER 1=1 ~ � I —?I- ON 6.OR W RISER (UNLL.EY T.iv ��- SPECIFIED PER IRR6AnON SCH 40 S l EP ELBOW �I/2' FLEX PIPE, LENGTH AS NEEDED LATGRAL T✓£ LATERAL -f AIR RELIEF VALVE IN XF5 DRIP LINE [_.o_. TYPICAL SPRAY / ROTAR HEAD L290 SECTION NT5 SECTION NTB MAIN SUPPLY, LATERAL, AND MAIN SUPPLY 120 VOLT IN WIRING LATERAL CONDUIT WIRING CONCRETE APPLICABLE Y+ffCABLE L- MINT _ r Ie'VHINIbMIN 13' MIN 12° MIN 12' MIN AURIGABLE ROADWAYiDRiVEVWY EASE LATERAL iNf TURF/RANTIN6 BED METAL DETECTABL MARKIN6 TAPE TIRFA'LANTING BED . MAINLINE METALLIC DISC WIR t 5 \ GY METALLIC III DNS.^ - - MIN' . END OF SLEEVE AI1..0 VOLT WIRING IN 11R506ATION SLEEVE CONDUIT TO BE lC. INSTALLED IN AGCORDANLE WITH ` LOCAL GODE. END OF SLEEVE ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS 5H0✓8J. SHARED SLEEVE, WHERE F AB WITH LATERALS d MAINLINE ONLY. 5 ALL MAIN LINE TO BE INSTALLED IN MIN. ACCORDANCE WITH MANIFAGTJRERS INSTALLATION—IFIGATION5. ALL WIRN6 IS SEPARATE CONDUIT. TAPE AND BUNDLE WIRING AT 10 FT. N7ERVAL5 rn1 Z Z kL w U 0 m m 0 O N N ou] F\N m s N zzsi J Q W 0 Z L_0 1� r� ry NV LL BUBBLER NOZZLE A5 SPECIFIED. Q PVC, SLIP -THREAD ADAPTOR X J o Q HATER PER LA R DET FAS LL J J UN li _ FINISHED 6RA W - ��'��I...,�,�,� "DE. u)ru I- i _III ui c O G o O VU m O H j' UPS FLEK ROTE WITH - — W X 6LUI ANO FME FLEX PRIMER g' 49T i MIN. W W �/� W co �f O FVO SLIP -THREAD AOAPTE L �l U O O PVG LATERAL LIFE. CAL=^ L.L �- O NOTE, R SHALL NOT BE PLACED AT AT TT RUNK FLARE v J >- f- U f `T \ TYPICAL DRIP LINE l TYPICAL SLEEVING II TYPICAL TRENCHING _ 12 TYPICAL BUBBLER SHEET NUMBER ]_So 1 PLAN MS � SECTION Nis 125o SEGTDN/PLAN NTS L]5O SECTION NTS L2.50 IRRIGATION 5YSTEM NOTES: I. THE IRRIGATION MAINLINE LAYOUT 15 DIA SRAMMATIO. ANY ONAN6ES MADE IN THE IRRIGATION MAINLINE dE TO FIELD CONDITIONS oR CONTRACTORS 915MITTED DESIGN SMALL BE IN ACCORDANCE WITH THESE STANDARDS, 2. SET SPRAY HEADS 6° AND ROTORS 12' IN FROM BACK OF CURS OR 24' IF PAVEMENT HAS NO G,RH. B. IRRIGATION CONTRACTOR 15 REEPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REMRED TO FEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUEMITTIN6 PROPOSAL THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINSLY MASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLI.ONN6 BUT HOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. 4. CONTRACTOR TO PROVIDE MB4 AUTOMATE CONTROLLER FOR PROPOSED SYSTEM 40 BATTERY OPERATED CONTROLLERS ALLOWED). COORDINATE LOCATION WITH OWNER 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AUTOMATIC RAM SENSOR. COORDINATE LOCATION W/ OWNER 6. IRRIGATION SUN_ NOT BE COM15INM2 ON A SINSLE ZONE AND SHALL BE ZONED ACCORDINS TO IRRI6ATON TYPE, PRECIPITATION RATE, AID THE SYSTEMS AVAILABLE WATER / PRESSURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER FOR REVIEW PRIOR TO I STNIATIOK T. VERIFY LOCATIONS OF ALL UNDERSRdMD UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY Nor BE SNOHW ON THESE F,ANSCONfRACTOR SHALL FIELD VERIPY. 6. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING FSI AND GPM PRIOR TO CONSTRUCTION. 4. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS To ALLOW FOR A SPEEDY AND ORDERLY COM1PLIaTION OF ALL WORK ON -SITE. 10. CONTRACTOR SHALL COORDINATE WITH THE PLANTINS PLAN FOR PLANTER EED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD -TO -MEAD IRRIGATION. IL CONTRACTOR SHALL FROVIDE'A5-BUILT' DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT VA39TANTIAL COMPLETION BEFORE REtEIVINS FINAL PAYMENT. 12. PRODUCTS SHALL ES A5 SPECIFIED OR AFFROVED EQUAL. FRE-PFPROV® MANUFACTURERS. I. TORO 2. HUNTER S. RAIHBIRD 15. IR9I6AMO1 CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO CONMENCEENT OF His OFERAToN5 ONSITE. COPIES OF THE PERMITS SHALL SE SENT TO THE oNewSENERAL. CONTRACTOR Y40RK IN THE R.O. 5W1 CONPOAL TO THE STAND. AND S IMCATIONS OF LOCAL AND/oft STATE .LW SDICTION. 14. LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST SE SLEEVED WITHIN SOH. 4O PVC 2 SIZE OF PIPE AND FREE OF STDNMSVEBRIS. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS. 15. MAINLINE SHALL NOT I E LOCATED WITHOUT PRIOR APPROVAL OF THE OWNERS REPRESENTATIVE. 16. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RE FoIEII9LE FOR SIEVING AND DIRECTIONAL BORES. PI. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR NETHER INSTALLED SY HIM OR NOT, SHALL ES LOCATED ON THE 'Ar BUILT' DRAWINGS. THE DEPTH EELOW FINISH SPADE, TO THE NEAREST FOOT OF EACH 00 OF TSLEEVE SNAIL BE NOTED AT EACH ELM LOCATION ON THE 'AS -BUILT' PRANN65. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UN,,ER SIDEWALKS STALL BE SIZED TWO PIPE SIZES 6REATE i THAN THE PIFIE IT CARRIE5. 16. ALL PRIESSURIMO MANLI ES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SOH. 40 PVC WEEVIES. HwERE EECTRIO OR HYDRAULIC VALVE CONTROL LINES PA55 THPO EI H A SLEEVE WITH OflfffiR MAIN OR LATERAL LINES THEY SAL SE CONTANFD WITHIN A SEPARATE, SMALLER CONDUIT. 14. NIM WR THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM I' HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND 6ATE VALVE DES&HATiONS. ALL HOW BIBB VALVE BOXES SA.L ES LABELED IN A SIMILAR MANNER WITH THE DE516NATION 'kHB'. LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PR06RAM DESISNATON 20. THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKINS TAPE WHICH CLEARLY NOTES, 'OAUTIOM IRRIGATION LINE BURIED BELOW' THE TAPE SA.L BE INSTALLED THE PULL L e5TH OP THE 1 WRI6ATON MAINLINE. 21. ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR 22. ALL 24 VAC NRN6 FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE. MAXIMUM LENGTH of MIKE FROM DECODER TO VALVE SMALL NOT EXCEED 400 FEET. AS FOLLOWS, CONTROL WIRES - 914 COMMON WIRES - 114 25. ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NOS VALVE BOXES A5 FOLLOWS, -FWTANSULAR 12'XIT' HEAVY DUTY BOX. I}iiR COVER FOR REUSE TO BE PROVIDED MERE APPROPRIATE). 24. ALL IRRIGATION HEADEOMP TUSINS STALL M LOCATED ONE N FOOT FROM BACK OF CURB WHIEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKINS AREAS OR DRIVE A5LES). 25. HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN, BUT ARE NECESSARY FOR A FILLY FUNGTIONIN6 IRRI&ATNON SYSTEM. 26. LOCATE ALL VALVES IN PLANTING EEDS WITH A MINIMUM OF 3b' FROM BACK OF OLRB OR IE-E OF PAVEMENT, UNLESS OTHERWISE NOTED,FIFE SIZES ON EITHER SIDE OF SECTION VALVES Cot TINS MAINLINE TO SECTION LATERAL SHALL SE ONE N FIFE SIZE LARGER THAN VALVE SIZE WHERE MANURES RUN PARALLEL TO PAVEMENT OR CLRBINS, THE MANURE SHALL BE OFFSET 2'-0' FROM THE EDGE OF PAVEMENT OR CURE. 2T. IRRIGATION ZONES SMALL BE SEPARATED FOR HIGH AND LOW WATER USE REOUIREMENi5 AID OPERATED ON DIFFERENT WATERING CYCLES. LOCATED ON THE SAFE VALVE. EVBELERS, DRIF.INE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL_ MULTIPLE IRRI6ATION HEAD TYFE5 EE 25. ALL DRIP ZONES SIA L BE INSTALLED WITH A FLUSH VALVE AND AR RELIEF VALVE IN THE ET VENT NT A DRIP ZONE HAS YORE TAW ONE H16H OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL EE REQUIRED FOR THAT ZONE. DRIPLINE SHALL PROVIDE 0.4 6PH EM7TER5, 12' OZ. WITH 12' LINE 5PACINS AT A MINIMUM. 29. ALL WIRN6 FOR CONFECTION OF THE VALVE TO THE CONTROLLER SHALL FOLLOW MA r-ACTUREiS SFECIFCATONS. IF REaU RED, ALL N INS FOR A TWO WIRE PATH SHALL EE WITH RED/5LUB TWISTED PAIR 14 AMU. ELECTRIC CONTROL LING FROM THE DECODER TO THE SOLENOID VALVES SHALL EE TWI5TED PAR IB ANS. ALL CODERS SMALL SE 69OM7ED EVERY I,aoo LF. OR EVERY 10 DEVICES, A.L WIRE SHALL BE FURNISHED IN MINIMUM 2' 'FEELS AND SPLIGIFS SHALL EE MINIMIZED. BURY SLICE KIT. ALL 24 VOLT WIRING SHALL EE DONE IN ACCORDANCE WITH TH UNICASTII CODES. SP RDSRICIN6 SHALL EE IN STATION B PIE I OR CONTROLLERS ONLY. IRRIAATON SYSTEM CONTROL F LEE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MALFACTURER'S REQ/1REhE1R" FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE 2-WAY COMMUNICATIONS FIELD PR06RAMMPBILITY, STATION SFEGIFIGATIONS AND INTEGRATED S/R6E PROTECTION, 50. ALL CONTROL WIRE SMALL BE INSTALLED IN A I #' ELECTRICAL CONDUIT. 51. SMFLLPST DIAMETER LATERAL FIFE SHALL BE 5/4'. 52. IRM6ATION SYSTEM SHALL BE CAPABLE OP S IPPLYIN6 AN AVERA6E OF 105. OF WATER PER Wes: WITHIN WATERNS RESTRICTIONS AS APFLICAELE. S5. IRRI6ATICN SYSTEM SHALL NOT EE INSTALLED THRO SH EXISTULS, OR PRESERVED RANT COMMMITE5. DO NOT TRENCH THRp15H PXIST1`16 ROOT 5YSTEM5 OF ANY VEGETATION INTEDED TO ISE PRESERVED, 34. CONTRACTOR TO MINIMIZE IRRI6ATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS TFOA N FIELD ADJSTMENTS TO IMDIVIDUAL HEADS. 55. ALL AREAS DISTURPED DIRINS CONSTRUCTION SHALL EE RESTORED 5Y THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN. 56. IRRI6ATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL EE IN SYFEVLLE 40 PVC S.EEVIN6 AT 2X THE PIPE SIZE. ALL SLffViNS SMALL SE, FREE OFF ETCHES AND IRIS. 51. IRRIGATION SOURCE TO SE EITHER WELL, POTABLE, OR NON -POTABLE WATER IRRIGATION CONTRACTOR TO VERIFY 1111, PRIOR TO DESIGN 56. POINT OF CONNECTION TO SE OMEiRMIINEW BY OWNER. IRRIGATION SYSTEM COMECTIOLS TO THE LOCAL JURIWICTION SERVICE SHALL COMPLY WITH ALL APPLICABLE CODE5. S4. IRRIGATION CONNECTION MAY REQUIRE BACKPLOW PREVENTION, VERIFY WITH LOCH. JARISDIOTIOK 40. IRRIGATION SYSTEM SHALL COMPLY WITH THE LOCAL JURISDICTION LAND M MXFMENT CODE. / 1 TYPICAL 5CHEMATIC IRRIGATION NOTE5 Leal BI-LINGUAL LAWNBOSS- RECLAIMED WATER WARNING SIGN AND STAKE (BY RECYCLE REMINDERS - PART# K-9493, COLOR PURPLE) TO BE UTILIZED WHERE INDICATED ON PLANS. CONTRACTORTO INSTALL PER MANUFACTURER'S SPECIFICATIONS. W W WAECYCLEREMINDERSCOM 1 1 RECLAIMED AATER WARNING 51GN r - r L25I w Q p N a�oo ¢ m z d N a J � J 'LL W^ UN NUJ L.L W W W� O� U O O U W W U w w Q o O �/OO � O NUJ t- U SHEET NUMBER L2.51 1467-56'46'E 572.26' TRACT G __ ----------------------- �ry gryhti/ 3/ YI � NI z Z d gy f 5j78 E' Im F � o � re E TRACT G m b., tz Fa b, bs bo bs ba Fa bs b+ bs br ba bs bs to ba bz b, b b., b b.o ba bs LIMIT OFPj?!!K a i.o br b.r ba ba ba }n is 4, iz be b? b, b., bz.-'un b= b. aM111 . }, io to by bn to 5z isM :� bs Ue ba tad b a -ho \j Ft��b'a^� F.r bs 15' b -iha bary� ❑ br 5 5 S= }, 'z ISz i, qb, 1, be bs Fz Dz .kv b. i., I t, }- Sa al I I ho bn ❑, v, i. r + s' I I fin bo 81, ba b � a it sl I I t. bn b }e s of b b TRACT A I � ba al I I b. bn is io Sz 51 ie is to ,o iz 5n �:., 5a Kis M1Ir i.o i? 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I�., u n tr 5s is is 'x be ba ba ba fiz b+ b, b+ b.+ b, t+ Uz Us Da t r bn ii b i:, i� is �L, in 1 5 X et, to is is isr is to ` } i E� 4a b.' b, e z _ NORTH GRAPHIC SCALE IN FEET 0 20 40 80 %r �I FOUNTAINS WEST BOULEVARD Landreth Lighting Luminaire Schedule r Symbol Q-E] [NIANUFAC] Whonia Lghting DIY 3 Label SIA2 Arrangement BACK-13ACK Dee rep DSXO LED P540K75W MVOLT; MOUNTED @ 30' AFG DNA ROUND TAPERED DIRECT BURY ALUMINUM POLE LLF 1.000 Wm. Watts 89 Lum. Lumens 12045 BUG Rating B4W-G3 -E] Whonia Lighting 2 SLB SINGLE DSXO LED P540K TFTNI MVOLT; MOUNTED @ 30'AFG ONA ROUND TAPERED DIRECT BURY ALUMINUM POLE 11000 89 71679 B2-UO-G2 -�] Lilhonia Lighting 5 BLB-HS SINGLE DSXO LED P540K IF TM MVOLTHS; MOUNTED @ 30'AFG ON AROUND TAPERED DIRECT BURYALUMINUM POLE 1,000 89 9119 B1-UO-G2 -E] Lithonia Lighting 2 SLC SINGLE DSXO LED P5 30K T2M MVOLT; MOUNTED @ 30'AFG ON A ROUND TAPERED DIRECT BURY ALUMINUM POLE 1.000 89 10519 B2-UO-G2 Q J Q o 0 UN LL L1J I. U J c LU cG W U) G Q W O ,0r W 0 Q W N O L- U L0 I� O U SHEET NUMBER L-1 D-Series Size 0 LED Area Luminatre H_ r9fncR �� d=series . ^ capable Wmim.3lre -- m I' q Pablo lum pare vh W has been d g d- d dtc pm. do mrs men I SP fi t �d t I I p try 0 FZ:Z� II f Ith I Ih A . 8 d, rye I' - f du cy • Th- I q Cen d h ni d h DR^ ked bl dx dedbxkg dDR DLL ' GPPd 'n. I W fi for v ph I- p ab tyi yi �• Th p i A C Izd n ( ftOgA1 1 p d. (Ji b I pa blryvith .__.... W T w eol ocPun, ma.4ed E, a shah-d tadgo�ds and T Ieam moraabm A.. w F n Sf f�r5 2A C (ed5'uoo i flOAhi reGuire.he oAer f ftONi cd p I �m.5cld5epemely- rtr?k�pam�1 EXAMPLE OSXD LED H CDKTW WOLTSPA DD8%D freeairytlmw: t � F 2 1 SA ar e4, m -.� ew• mmwylm r-a,� r m• sc�.a Sayw R VW - Ah9w wd _ � w LlGHTlN -^ . •+ �a emu, -s +_ � v x,.. ,. s m �o0aaeaaa RZFE Wmen Output e LlDHT1NG -.T �tye.� 4 ...� �.,/,• y„N _ Sir L/THGNlA .x i.m uGNT/VG RTA3007BE •❑ I4s ILL�Ne DZY 9 �raCnnl \ B Top Diameer Rffi DI GC=fvrr wrnkr Cn, ,. _'ti-dFx Fresh - .—B WaIIThirJmass trp ..�P'wrNirznlWe p 3caaar a� r� �CButtDiameter = 4 rpnll*e =,Eon Hne o�Glero t Prsmatx BADE Nulcs•--..... Duamn+: /II�gpC®. � � ..> 3 � p W N m r rn d� QO o i Nz. Y C) CL //'� F_ V/ W J O F— W O0 2 n Q 0 J o Q U LLLu L _ J JJ LLI / W�/� U) VJ O Q W fvUn}'� O W O O I'— o h- U SHEET NUMBER L-2 NOTE" THI5 5HEET(I OF2) DISPLAYS FEE 5IMPLEPARCEL AS PER THELEGAL DESCRIPTION BENCHMARK FND 40 GM LB 7153 TOP ELEYr111.00' BENCHMARK FND 40 CM LB 7153 TOP ELEV.=130.,0' r -I — rcn c E. G a F'OUf TAIY;S 'WEST i - -- -- -- ------ AN UNDEDICATED Go FOOT RIGHT OF WAY P.B. 72, G. i!I I �' �—=------�—.-� 23.42' TRAIT I P.B. 72, P e v t 5, FOUNT; I IS W EST IN88'4G'15'E OFFSITE BENCHMARK FND N+D LBVGG80 295.87'W. + 389.44'5. SURVEYOR's NOTES TO THE TITLE OPINION: 1 ( • .EL 72• PG. III A ®•-- from 5E CORNER PROPERTY FND FGM 4' LB GG80 ELEV = 142.09' NOTE, SURVEYOR HAS REVIEWED THE FOLLOWING ITEMS LISTED IN SCHEDULE B-q OF OLD REPUBLIC TITLE INSURANCE COMPANY GOMMtTTMENT NO. 497069 Al. EFFECTIVE DATE JUNE 21, 2018 FOR EASEMENTS AND RIGHTS -OF -WAY AND FINDS THE FOLLOWING, EXGEPTION, INITIAL MAIN DOCUMENT, COMMENTS- G. P.B. 72, PAGE 111 A5 SHOWN ON SURVEY 7. OR 2735 PG5 539 RESOLUTION NO.G53 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) B. OR 3894 PG 13G3 AGREEMENT AS AMENDED IN OR 4702 PG 2589. OR 589G PG 3531 AND OR G432 PG 2130 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 9. OR 4034 PG 291 AGREEMENT AS AMENDED IN OR 4102 PG 3G7. OR 4702 PG 257G AND OR 1.432 PG 211G - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 10. OR 8548 PG 2G23 DECLARATION - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 11. OR 8548 PG ZG43 MASTER EASEMENT AGREEMENT AS AMENDED IN OR 97G9 PG 789 - EASEMENTS CONTIGUOUS TO SUBJECT PARCEL, DOES NOT AFFECT PROPERTY. 12. OR-9054 PG 792 DEVELOPMENT AGREEMENT AS AMENDED IN 10147 PG G957 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 13. OR 970G PG 50 CONSERVATION EASEMENT TO SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 50, 0 �. I I i SCALE, 1--50' TREE LEGEND GOAK13 X2 (VPALM20 'k-INA BERRY10 OCAMPHER36 •MAPLEI6 Y r4L PINE12 CHERRY11 0 CHINA BERRYIO CERTIFIED TO: CITY OF OCOEE, FLORIDA and to SHUFFIELD, LOWMAN & WILSON, P.A. /W TALl� OFLUB,P.L.S. FLORIDA PE REGIST RATIONNo. 3880 FOR THE FIRM — 10/29/18 BOUNDARY 6 TOPOGRAPHIC 5UR BEY OF DESCRIPTION PROVIDED LOT 8, FOUNTAINS WEST AS RECORDED IN PLA T BOOK 72, PAGES 111 TO 116, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA DESCRIPTION (PROVIDED) : LOT B. FOUNTAINS WE5L ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 7P- PAGE5 111 TO 11G. PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA. FOR COMPLETE LEGAL DE-IORIP77ON SEE SHEF' 2 OF 2. LEGEND. ID - POtR rmm noROA Sus NaK wrx .a m cmn CAST zoo ® - TIORRI APnra)t veRruL BATH w i•EA aew m) NTfOMVet ♦ . SGT NAL Nm OeTn RON R0 ROOHJJ' OBT41O) I1nffY S1LBdfT rOc O - r4Rf OPIG Cn.r r MARReIt ■ . SET ax4 cOnLRETE MLfie@HL OLi4ID) feC Qc®. rIC DPOR11tIR FrCOUmm L2• Rmq1 Roo +GAP r 1O + A(-1 _.m .'MLAFN.K-[ npOSWeR PR[VEc%gipYtCA NRd oM -room axv eoncRnE nanE�T crud . F011m 1' ROM O'P) �-- LNrteR ue iancaim us5 . LLENI OIR x - room + wr X % - SR Lm+ 0F31 + X-LUT BOG - eA01( OF LLRB �- STORM PEANALE nAMICLE m - ELELA eOK w) - GALG1ATCo e - cuTRAL ANUE ®- rRe asseeeLY cFnv c - mcRo iETmm m - rRe nvuwR 0 LL - LLRVC iIILER Ce . C eE,wm CES - cUYCRCfC BLOCK STRLGTIRE CEW . L eLOG( WALL pQ - WTC VALVC —j - rATr WRE dQ - M.—YALYC 5MC Wet v UR6T. - LQVSTRUc1NY1 /L - cflirtAL L Or RK,ni-oF-WAY cOICRCTC L'Gni POLE J� - "I pqS LIP - CCRRLGATCD PPC IB.TAL W . OY[F — IIINY WE pe � - L- oKSWTAY 8 . PR[SYRC RLS£ASE VALK aRr a - NLVAIW + IffIIIY EASFPE R �Bl -SEWER VALLM nNffIXE COP . EDfI CF PAVEKni Nice - N1PIY.AL REHFORtm CgCREiE PPC - NQI p - STORn LATGI um IrC a Fr. - rNSH neac eIEVAIION rrm a Nm. - FgJm roc a FA4 - rCCR OPncs GABL Olm[RLRdem) . ®- WA— CIm SE1RlN t7 -WATER sTIBOIIT m - TELff11CIC pSeR [kN1RICATCN L - ARc LCNcm TRNFG 5KJ1A1 90% -TRArTG 51fAN1 pOLC LB a Le. - �p{5ep WSTdss L5 - lrT STAImN - TRAISFORTLR ®- TE5T BORE Icy ncs - IRNNo elm sELnan WARR MET[R P R PVp ... NalKYU1 GEOOCTG VeRncAL OATW CIRN . - WATai SeRNC[ c OFrICiAL R[LOROS Pd.. AT e00K P4 - FAa N DA - WARR VALYE Px - nARo rose nAE - rCM OF GAVATLRE w- w000 poWER PIXE 0 . POWER Pd£ Pf - PoW OF TA%CEHOY ®- LONLRLTE POWTR PLAC Poe - PONT Or .E G POL - PCRT OF LOMCIGEh4N( 0 - TARO WIT IRt - MN00AP RAMP Pvc - ra.Yvrm. uacRne PRn - PERnAlcnr RErERnmE rcuarcnT - car.R❑e �- nAfmoaP SPACE 00 - REccev R/W - PJfAIT-OF-WAY eLOLK HtmER �- SPOT EILVAiRXI RLP - RECdORLCD cgYCRCR PPE swx - curneTE sRWAIR m - cAN.E asnt CTTPJ - TOf TOe - P oO, F eAtx YARc 0RAe1 TOE - ToE of •iOPC TCP x its =TOP O o - R[uG[R L. . eNl RESTRMffR woo rE 0 - o OIRAlI rWM - WATER WA WARR WW Wn - MAN WL - l ®-RX OOFf Of WI ft m PAC OILY Simi F/Yi — W - WATER lK SKL - sERVY.E WAICR lK rn - roRce Hari cswrARn SURVEYOR'S NOTES, 1. PREPARED AS A BOUNDARY & TOPOGRAFHIC SURVEY. DATE OF LAST FIELDWORK. 07/30/18 MAP 15 NOT A CERTIFICATION OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES AND WAS PREPARED WITH BENEFIT OF ABSTRACT OF 7171E PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DATED 06/21/18 AND ALL MA77ERS OF TIRE SHOULD BE REFERRED TO AN ATTORNEY AT LAW. 2. PARCEL MAY BE SUBJECT TO EASEMENTS RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD. (RECORDED, UNRECORDED, WRITTEN AND UNWRITTEN). 3. UNDERGROUND IMPROVEMENTS OTHER THAN THOSE SHOWN NOT LOCATED. 4. ELEVA77ONS SHOWN HEREON WERE DERIVED FROM SUE DEVELOPMENTAL BENCHMARKS PROVIDED AND FIELD RECOVERED BY THIS OFFICE (NAVD 88 DATUM) 5. THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY. 6. PARCEL LIES IN FLOOD ZONE K; A NON -FLOOD HAZARD AREA AS SHOWN ON FEDERAL INSURANCE RATE MAP COMMUNITY PANEL 12095CO210F, DATED 09125109. 7, ALL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 6-22-258 AS BEARING 586'J8'J1-W AS PER PLAT BOOK 72, PAGE I It. 6. SOME TOPOGRAPHIC FEATURES OR SYMBOLS MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FF47URES IS THE CORRECT LOCA770N. 9. DIMENSIONS OF IMPROVEMENTS SHOWN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. 10. ENCROACHMENTS NONE FOUND ®COPYRIGHT 2018 BY ELLIS SURVEYS LLC ALTA/NSPS CERTIFICATION: THIS 15 TO CERTIFY THAT THI5 MAP OR PLAT AND THE SURVEY ON WHICH IT 15 5A5ED WERE MADE IN ACCORDANCE WITH THE 201G MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED BY ALTA AND NSPS. AND INCLUDES ITEMS, 1 - 4. G. 7a. 7c. 8, 9, 10, 11. 12. 13 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 07/30/18. NOTE, THIS DRA WING NOT VALID UNLE55 ACCOMPANIED WITHSHEETOOF2 I 514EET1 OF (5EESHEET2 FOR LEGAL DE5CRIDTIONS) �OB a�ti 1 � F-2 1 / 3 F-Z (PRIMARY SIGN AREA) I Q\ TR ACTB N6�\88r. D=89°24'05" 06 w\\ 516°24'03"E o j \ C=35.17' �. R/W P MAL 3o FOOT OK 1 7 P PER FLAT BO 7Z PAGES III TO 316 i 1111.-� I, �3 y Zti I J POC (F2) AST LHE OF THE NORTHEAST } Il SECTION 6 i i y P" I� 1� A=141.99' R=91.00' 0=89°24' 11" B=N16024'00"W C=128.02' 1 j A=30.29' R=25.00' ' D-69°25'48" f 32'00'E \\T TR4 \ TRACT Al IS A EUFFER TRACT TED TO THE CITY F OCOEE FL r TRACT G 15 A PIW1G }N TRAL TRACT DEDICATE0 TO THE CRT' OF OCOEE LOT 6 TRACT B �2^'m TRACT B TRACT B RESERVED FOR STORMWATER RETTNT10M/DETEM CN OWNED AND } MANTAHED BY OCOEE. LLC PER MASTER A=90.49' EASEMENT AGREEMENT R=57.67' / ,1 \\ O.R. BOON 6548, 0=89°54'05" PAGE 2G AS AMENDED N OR 6=516°38'57"E BOOK 47GS PAGE C=81.49' X\\ MR N6 36 \ -0T 6 DESCRIPTION (PROVIDED) : LOT 8. FOUNTAINS WEST. ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 72. PAGE 111. PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA, TOGETHER WITH NON-EXCLU5NE PERPETUAL SIGN EA5EMENT5 A5 SET FORTH IN THAT CERTAIN M45TER EASEMENT AGREEMENT RECORDED IN O.R. BOOK 8548. PAGE 2643. AS AMENDED IN O.R. BOOK 9769, PAGE 789. PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY, EXHIBIT 'F-i' CPR/NARY 51ON AREA.), A PAREL OF LAND LOCATED IN THE NORTH HALF OF SECTION G. TOWNSHIP 22 SOUTH. RANGE 28 EAST IN THE CITY OF OCOEE, ORANGE COUNTY. FLORIDA. SAO PARCEL BEING MORE PARTICUARLY DESCRIBED AS FOLLOWS, COMMENCE AT THE SOUTHEAST CORNER OF THE NORTNE45T QUARTER OF SAND SECTION 6U THENCE RUN ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER SOUTH 86'38 J7" WEST 1275.49 FEET,• THENCE LEAVING SAID SOUTH LINE RUN NORTH 05'1358- WEST, 118.79 FEET TO THE PROPOSED NORTHERLY RIGHT OF WAY LINE OF WEST ROAD, PER ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NO. 75320-6460-602-603,� THENCE NORTH 89'56'49' WEST, ALONG SAID NORTHERLY RIGHT OF WAY UNE 249.75 FEET, THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE, RUN NORTH 00'03'11- EAST 39.55 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 89'18'03' WE5T, 8.00 FEET; THENCE 00'41'57' WEST, 20.00 FEET,; THENCE NORTH 89,18'OJ' E4ST, 8.00 FEET, • THENCE SOUTH 00'41'57' EAST, 20.00 TO THE POINT OF BEGINNING. EXHIBIT 'F-2' (SECONDARY VON AREA,), A PORTION OF TRACT B. FOUNTAINS WEST. ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK 72. PAGES 111 TO 116. PUBLIC REGORDS OF ORANGE COUNTY. FLORIDA. LOCATED IN THE NORTH HALF OF SECTION G. TOWNSHIP 22 SOUTH RANGE 28 EAST IN THE CITY OF OCOEE. ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DE5CRIBED AS FOLLOWS, COMMENCE AT THE INTERSECTION OF THE EASTERLY RICHT OF WAY LINE OF OOOEE-APOKA ROAD PER SAID PLAT AND THE EAST LINE OF THE NORTHEAST } OF SAID 5EC77ON 6, THENCE NORTH 28'1759- EAST ALONG SAID E45TfRLY RIGHT OF WAY LINE 292.37 FEET; THENCE LEAVING SAID EASTERLY RIGHT OF WAY LNE. RUN SOUTH 61'42'01' EAST. 8.89 FEET TO 771E POINT OF BEGNMNG, THENCE NORTH 2878'52' EAST. 10.00 FEET, THENCE SOUTH 61'41'06' EAST. 20.00 FEET, THENCE SOUTH 287852' WE5T. 10.00 FEET THENCE NORTH 6141108' WE5T. 20.00 FEET TO THE PONT OF BEGNNNG. AND TOGETHER WITH A NON-EXCLU51VE PERPETUAL EASEMENT FOR 5TORMWATER DRAINAGE PURPOSES AS SET FORTH IN THAT CERTAIN MASTER EASEMENT AGREEMENT RECORDED /N O.R. BOOK 8548. PAGE 2643. AS AMENDED IN O.R. BOOK 9761 PACE 789 PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTYI EXHIBIT %H' CSTORMWATER FACILITY,) A PARCEL OF LAND LOCATED N THE NORTH HALF OF 5EC77ON G. TOWNSHIP 22 5a M.. RANGE 26 EAST. N THE GTY OF OCOEE. ORANGE CO[MTY. FLORIDA. SAID PARCEL BEING MORE PARTIGAARLY DESCRIBED AS FOLLOWS, ' `A=25.76' I 114 B=Db14°00'38"W C=24.63' m A=11.11' R=25.CO' 11)Z'25'16'- B=N2%'Z3"W ' C=11,C0' \\29 \ TRACT B �N NOTE: THIS SHEET(2 OF 2) DISPLAYS THE EASEMENTS AS PER THELECAL DESCRIPTION ------------- ------------------------- TRACT A CONSERVATION TRACT DEDICATED To THE CITY OF OCOEE. FL TRACT A2 15 A BUFFER TRACT DEDICATED TO THE CRT OF OGOEE. FL A=22.81' R=25.00' D=52°16'10" T,p\ R-S63°56'51"E �2 � Al oT v k _ 131 .2 15 A FLOM TRACT 31 TO THE ' OCOEE A=72.48' D=48°1T 22" Zl m\ 6=537'27'19'E E TRACT B N` � A=38.76' / R-44.00' 0=50°28'08" B=N38°32'42"W C=37.52' DE56RIPTI0N(CONTTAXE : GOMHCNCE AT THE SOUTHEAST CORNER OF THE NORTHE45T QUARTER OF SAID 5EC770N 6, TTHENCE RUN ALONG 771E SOUTH LNE OF SAID NORTHEAST QUARTER SOUTH 86' 36' 31- WEST. 127549 FEET THENCE LEAVNG SAO SOUTH LINE RU1 NORTH 05' 13' 58- WE57. 116.79 FEET TO THE PROP05FD NORTHERLY RIGHT OF WAY UN,- OF WEST ROAD, PER ORLANDO - ORANGE COLMY EXPRESSWAY AUTHORITY RIGLHT OF WAY MAP. PROJECT NO. 7532o-6460-602-o03U THENCE CONTINUE NORTH 055' 13' 58' WEST 337.60 FEET THENCE NORTH 89' 32' 31' WEST. 35591 FEET TO THE PCn OF BEGNNNG, THENCE SOUTH 67- 22' 20' WEST.94.79 FEET] THENCE NORTH 63' 46' 46' WE5T. 112.48 FEET TO THE PONT OF CLRVARRE OF A CURVE TO THE R1Gf1T. HAVING A RADUS OF 44.00 FEET AND A CENTRAL ANGLE OF 50' 28' GET THENCE ALONG THE ARC OF SAO CLRVE A LT51ANCE OF 36.70 FEET TO THE POINT OF TANGENCY, THENCE NORTH 13' 18' 38' WEST, GL35 FEET TO THE PONT OF CURVATURE OF A OLRVE TO THE LEFT. HAVING A RAD US OF 66.00 FEET AND A CENTRAL ANGLE OF 4877' 22*, THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 72.46 FEET TO THE POINT OF TANGENGYj THENCE NORTH 61' 36' GO' WEST. 108.93 FEET THENCE NORTH 28' 24' 00' EAST. 17.67 FEET] THENCE NORTH 61' 36' 00' WEST35.00 FEET, THENCE SOUTH 28' 24' 00' WEST. I767 FEET, THENCE NORTH 61' 3G' 00' WEST. 135.52 FEET TO THE PONT OF CURVATURE OF A CURVE TO THE RIGHT. HAVING A RADU5 OF 5767 FEET AND A CENTRAL ANGLE OF 6T 54' 05T THENCE ALONG THE ARC OF SAID CtXVE A DISTANCE OF 90.49 FEET TO THE PONT OF TANGENCY, THENCE NOR771 28' 16' 05' E,45T, 108.82 FEET TO THE PONT OF CLRVAILRE OF A CLRVE TO THE LEFT HAVING A RAD&JS OF 9L00 FEET AND A CENTRAL ANGLE OF 8T 24' 11} THENCE ALONG THE ARC OF SAND CURVE A DSTANCE OF 141.99 FEET TO THE POINT OF TANGENGYj THENCE NORTH 61' 06' 06' WEST128.81 FEET TO THE POPVT OF CURVATURE OF A CURVE TO THE R611T. HAVING A RADUS OF 25.00 FEET AND A CENTRAL ANGLE OF 6T 24' 055 THENCE ALONG THE ARC OF SAND CURVE A DISTANCE OF 3901 FEET TO THE POINT OF TANGENCY ALSO BEING A POINT ON THE PROPOSED EAST RICIHT OF WAY LINE OF OCOEE - APOPKA ROAD PER SAID RJGHT OF WAY MAPj THENCE NORTH 28' 17' 59' EAST. ALONG SAO PROP05ED EAST RIGHT OF D WAY LNE 41.77 FETHENCE LEAVING SAID EAST RIGHT OF WAY LINE: RLN NORTH 68' 23' 22' EAST. 3851 FEET, THENCE NORTH 8T 50' 12. EA5T. 111.53 FEET] THENCE 5OLTH 32' 49' 09' EAST, 14.IG FEET, THENCE SOUTH 52' 37' 06' EA5T, 42.26 FEET, THENCE SOUTH 33' I9' 35' EAST. 23.70 FEET] THENCE SOUTH 09' 10' 54' WE5T. 33.44 FEET TO THE POINT OF CURVATURE OF A CLRVE TO THE LEFT HAVING A RADUS OF 25.00 FEET AND A CENTRAL ANGLE OF 69' 25' 48} THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 30.29 FEET TO THE POINT OF TANGENCY, THENCE SOUTH 60' 14' 55' EAST. 55.29 FEET THENCE SOUTH 67' 37' 23- EAST. 25.611 FEET, THENCE SOUTH 50' 51' 57' EAST, 36.54 FEET, THENCE SOUTH 3T 25' 49' EAST. 2.89 FEET, THENCE SOUTH 18' 32' 01' EAST. 4T04 FEET, THENCE SOUTH 43' 311' 36- WEST.22.21 FEET TO THE PONT OF CURVATLRE OF A CURVE TO THE LEFT. HAVING A RADU5 OF -00 FEET AND A CENTRAL ANGLE OF 5T 01' 56', THENCE ALONG 771E ARC OF SAND CURVE A DISTANCE OF 25.76 FEET TO THE POINT OF TANGENCY, THENCE SOUTH 15' 30' 20' EAST. 18.10 FEET] INE-ME 50UM 03' 03' 50' EAST. 2a85 FEET THENCE SOUTH 07' 78' 45' EAST. 38.65 FEET TO THE POINT OF CLRVATLRE OF A CLRVE To THE LEFT. HAVNG A RADU5 OF 25.00 FEET AND A CENTRAL ANGLE OF 25' 25' 16 j THENCE ALONG THE ARC OF SAO CURVE A D15TANCE OF 11.09 FEET TO 771E POINT OF TANGENCY. THENCE SOUTH 32' 44' 01" EAST. 62.89 FEET] THENCE SOUTH 46' 50' 23- EAST, 55.46 FEET THENCE SOUTH 5103' 56' EAST. 29.55 FEET THENCE SOUTH 37' 48' 46, EAST. 56.71 1`EE7 TO THE PONT OF CLRVATURE OF A CURVE TO THE LEFT HAVNG A RADAJ5 OF 2500 FEET AND A CENTRAL ANGLE OF 52' 16' IO', THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 22.81 FEET 70 THE POINT OF TANGENCY, 77HENCE NORTH BIT55' 04' EAST, 41.92 FEET, THENCE 50UTH BT 37' 32' EAST. JZ52 F� THENCE SOUTH 18' 16' 54' EAST. 223.32 FEET TO THE POINT OF {v O N89'32'39"W 355.90' _ FOUNTAIN WEST BLVD p 114.11' .0%ipa 58932'Ji'E -TRACI F-1(SE III-(FB) LOT 5 SIGN AREA) 589°56'49"E 249.75' TR'- IC . SKETCH OF DESCRIPTION DESCRIPTION PROVIDED LOT 8, FOUNTAINS WEST AS RECORDED IN PLA T BOOK 72, PAGES III TO 116, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA GO' 0 GO, I i I SCALE, 1'- GO' POC (FI) Z POC (H) WEST ROAD Sa mcAsr cape XPRES O -ORANGE FYCCthTYAW w v EXPRESSWAY � 7Y m a itlE NORiME45T } 5 TIT c 1 af WAY HAP. TRaECT NO. � . PRo, No. -6 �02-603 5IXl(H UNE OF THE NORTHEAST } \I_-- � 1275.49'___-_--- - ____------_-_____ 506°38'31"W NOTE.' THIS DRAWING NOT VALID UNLESS ACCOMPANIED WITH SHEET I OF2 SHEET, OF, (SEE5HEET1 FOR SURVEY0R'1NOTE5) 1- RECT-TVIRD MAR 0 4 70191 RECEIVED MAR 0 4 Z019