FSP / CONSTRUCTION PLANS CIVIL ENGINEERING & ARTISAN LAKES ESPLANADE LAND DEVELOPMENT CONSULTANTS WALDROP AMENITY CAMPUS (REVISED) ENGINEERING 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 PART OF SECTION 16 AND 17, TOWNSHIP 33 SOUTH, RANGE 18 EAST MANATEE COUNTY, FLORIDA P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] SHEET INDEX 1 COVER SHEET NORTH NORTH 2 GENERAL NOTES 3 AERIAL SITE PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT BUCKEYE ROAD 5 PHASING PLAN 6 SITE PLAN LOCATION 7 PAVING, GRADING AND DRAINAGE PLAN PROJECT 8 PAVING, GRADING AND DRAINAGE PLAN 9 WATER AND SEWER PLAN SITE I-75 10 PLAN AND PROFILE SANITARY SEWER 11 CURBING AND PAVEMENT MARKING PLAN 12 CROSS SECTIONS TAMPA BAY 13 DRAINAGE DETAILS 14 DRAINAGE DETAILS 15 MANATEE COUNTY UTILITY DETAILS S. TAMIAMI TRAIL (US 41) 16 MANATEE COUNTY UTILITY DETAILS 17 BEST MANAGEMENT PRACTICES PLAN MOCCASIN WALLOW ROAD CRAFTSMAN 18 BEST MANAGEMENT PRACTICES DETAILS PARKWAY ROAD NAME I-275 COVER SHEET I-75 US-19 MOCCASIN WALLOW ROAD 69TH STREET E. PROPERTY INFORMATION PARCEL ID # 610900489 FUTURE LAND USE MU, RES-6 FSP / CONSTRUCTION PLANS FOR: ZONING PD-MU ARTISAN LAKES ESPLANADE AMENITY CAMPUS (REVISED) TERRA CEIA BAY TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC PROJECT LOCATION MAP PROJECT SITE MAP NO SCALE NO SCALE REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 REVISED PER COUNTY COMMENTS 1 06/12/18 PLAN REVISIONS 1 PDO-98-02 / FSP-18-26 (PDMU-91-01 / FSP-06-32(R12)) ARTISAN LAKES AMENITY PHASE 2 DEVELOPED BY: REVISED FINAL SITE PLAN PLN1804-0037 NOT TO SCALE FLORIDA CERTIFICATE OF AUTHORIZATION #8636 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC 551 N. CATTLEMEN ROAD, SUITE 200 SARASOTA, FLORIDA 34232 PHONE: (941) 371-3008 FAX (941) 554-2852 SET NUMBER: 223-22-03 SHEET : 1 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220301.dwg 7/26/2018 2:28:36 PM DEVELOPMENT DESCRIPTION GENERAL CONSTRUCTION NOTES MANATEE COUNTY NOTES OWNER : TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC 1. FOR ARTISAN LAKES ESPLANADE AMENITY CAMPUS SITE AREA IS 19.74± ACRES AND IS PART OF THE GATEWAY NORTH DRI, WHICH 1. ABANDONED SEPTIC TANKS SHALL BE PUMPED OUT, BOTTOMS RUPTURED, AND FILLED WITH CLEAN SAND OR OTHER SUITABLE PARCEL NUMBER : 610900489 IS 1,038.2 ACRES. THE PROJECT CONSISTS OF THE AMENITY CAMPUS ONLY. MATERIAL. A PERMIT IS REQUIRED FROM MANATEE COUNTY HEALTH DEPT. UNLESS WORK IS APPROVED BY COUNTY PUBLIC WORKS. ABANDONMENT PERMIT INFORMATION CAN BE OBTAINED BY CALLING 941-748-0747, X1340. CIVIL ENGINEERING & ZONING : PD-MU 2. TOPOGRAPHIC CONTOURS AND ELEVATIONS WERE COMPILED FROM FIELD INFORMATION OBTAINED BY GEOPOINT SURVEYING, INC. ALL ELEVATIONS SHOWN ARE IN NAVD 88 DATUM. ORIGINATING BENCHMARK FDOT CONTROL STATION NO. 175 84 A49 RN2 2. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL SUBMIT A SEPARATE DEWATERING PLAN FOR REVIEW & APPROVAL BY EXISTING LAND USE : PARTIALLY DEVELOPED LAND HAVING A PUBLISHED ELEVATION OF 54.22 FT. THE CONVERSION USED IS NAVD 88 EL. OF 54.22 = NGVD 29 EL. OF 55.17 (VERTICAL EPD AND SWFWMD, PRIOR TO COMMENCEMENT OF DEWATERING ACTIVITIES. DIFFERENCE OF 0.95 FT.) 3. TWO SEPARATE INSPECTIONS BY EPD STAFF ARE REQUIRED PRIOR TO AUTHORIZATION OF CONSTRUCTION AND/OR LAND 1. PROPOSED DEVELOPMENT: AMENITY CAMPUS. 3. MANATEE COUNTY PUBLIC WORKS UTILITY STANDARDS ARE THE MINIMUM ALLOWABLE WATER AND/OR WASTEWATER CLEARING ACTIVITIES: CONSTRUCTION STANDARDS. WHERE ANY NOTE OR DETAIL ON THESE PLANS CONFLICT WITH THE MANATEE COUNTY PUBLIC 2. ALL STRUCTURES WILL BE LESS THAN 35' IN HEIGHT. LAND DEVELOPMENT CONSULTANTS WORKS UTILITY STANDARDS THE MORE STRINGENT INTERPRETATION, AS DETERMINED BY THE COUNTY INFRASTRUCTURE 4. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 701.4E OF THE LDC AND INSPECTOR, SHALL BE APPLIED. INSPECTED BY ENVIRONMENTAL PLANNING DIVISION STAFF PRIOR TO FINAL PLAT APPROVAL. 3. CONSTRUCTION WILL BE IN 2 PHASES. PHASE 1 HAS BEEN CONSTRUCTED. 4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING 5. PRIOR TO FINAL PLAT APPROVAL A CONSERVATION EASEMENT FOR THE AREAS DEFINED AS POST-DEVELOPMENT JURISDICTIONAL 4. CONSTRUCTION WILL BEGIN IN AUGUST 2018 AND WILL BE COMPLETED IN AUGUST 2019. TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE WETLANDS AND WETLAND BUFFERS SHALL BE DEDICATED TO THE COUNTY IN ACCORDANCE WITH SECTION 805.2 OF THE LDC. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS 5. POTABLE WATER AND SANITARY SEWER SERVICE WILL BE PROVIDED BY MANATEE COUNTY PUBLIC UTILITIES. WALDROP WORK PRIOR TO CONSTRUCTION. 6. PRIOR TO FINAL PLAT ALL PERMANENT REFERENCE MONUMENTS AND LOT CORNERS SHALL BE INSTALLED. PERMANENT CONTROL POINTS SHALL BE CERTIFIED BY AN OFFICIAL AFFIDAVIT WITHIN ONE (1) YEAR OF RECORDING OR PRIOR TO THE RELEASE OF THE ENGINEERING 6. ALL NEW WASTEWATER FACILITIES LOCATED OUTSIDE OF THE PRIVATE ROAD RIGHT-OF-WAY, SHALL BE PRIVATELY OWNED AND 5. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IMPROVEMENT BOND.. MAINTAINED. SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 7. ALL CHEMICALS IDENTIFIED IN THE HAZARDOUS MATERIAL ASSESSMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF PRIOR 7. THE WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANATEE 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT TO COMMENCEMENT OF CONSTRUCTION. COUNTY STANDARDS. MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 8. UNDERGROUND/ABOVEGROUND POLLUTANT STORAGE TANK REMOVAL MUST CONFORM TO THE REQUIREMENTS OF CHAPTERS 8. SOLID WASTE DISPOSAL SHALL BE VIA ON-SITE DUMPSTER HANDLED BY WASTE MANAGEMENT OF MANATEE COUNTY. 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISION UNLESS SPECIFIED OTHERWISE. 62-761, FLORIDA ADMINISTRATIVE CODE. 9. PROPOSED FINISHED FLOOR ELEVATION PER PLAN. 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR 9. A NOTICE TO BUYER SHALL BE INCLUDED IN THE DECLARATION OF COVENANTS AND RESTRICTIONS, AND IN A SEPARATE APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT ADDENDUM TO THE SALES CONTRACT AND SHALL INCLUDE LANGUAGE INFORMING THE HOME BUYERS OF CONSERVATION 10. THE FOLLOWING PERTAINS TO SEDIMENT AND EROSION CONTROL/BEST MANAGEMENT PRACTICES (BMP'S) AND SHALL BE ADHERED 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 CONTRACTOR'S EXPENSE. EASEMENTS. THE CONSERVATION EASEMENT LANGUAGE SHALL BE IN THESE DOCUMENTS AND SHALL BE PROVIDED TO EPD FOR TO ACCORDINGLY. SAID MEASURES AND PRACTICES SHALL BE IMPLEMENTED DURING CONSTRUCTION BY THE CONTRACTOR. SITE REVIEW PRIOR TO FINAL PLAT APPROVAL. SPECIFIC MEASURES SHALL PREVENT SEDIMENT AND OTHER DELETERIOUS SUBSTANCES FROM ENTERING UTILITY AND 9. AT LEAST (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE STORMWATER DRAINAGE SYSTEMS INCLUDING BUT NOT LIMITED TO DITCHES, WATER BODIES, WETLANDS, AND ADJACENT AGENCIES AND SUPPLY THEM WITH THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE, ALL 10. CONSTRUCTION OF SWIMMING POOLS SHALL COMPLY WITH LDC SECTION 511.16. PROPERTIES. THE EFFECTIVENESS OF THE BMP'S SHALL BE CHECKED DAILY DURING CONSTRUCTION BY THE CONTRACTOR. METHODS REQUIRED SHOP DRAWINGS AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE USED SHALL INCLUDE BUT NOT BE LIMITED TO SODDING OF DETENTION AREAS AND SWALES IMMEDIATELY UPON THEIR COMPLETION, ENGINEER OR WITHOUT AN AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE 11. THE FENCE AND GATES FOR SWIMMING POOL SHALL COMPLY WITH LDC SECTION 511.16. P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] SILT FENCE, AND HAY BALES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SILTATION ENTERING THE STORM WATER CONTRACTOR'S EXPENSE. MANAGEMENT SYSTEM AND/OR ANY ON-SITE OR OFF- SITE DRAINAGE AREAS. 12. PUBLIC SWIMMING POOLS AND SPAS SHALL MEET THE STANDARDS IN CHAPTER 64E-9, FLORIDA ADMINISTRATIVE CODE, AND 10. THE CONTRACTOR IS TO COORDINATE THE LOCATION AND ELEVATION OF ALL PRECO, VERIZON, BRIGHT HOUSE, TECO PEOPLES REQUIRE AN ANNUAL OPERATING PERMIT FROM THE HEALTH DEPARTMENT. PRIOR TO OPENING, CONTACT (941) 748-0747, X1340 11. ALL FACILITIES CONTAINED HEREIN HAVE BEEN DESIGNED FOR HANDICAP ACCESSIBILITY IN ACCORDANCE WITH BOTH THE FLORIDA GAS, AND IRRIGATION SERVICE SLEEVES WITH AGENCY PRIOR TO CONSTRUCTION. FOR PLAN SUBMITTAL AND APPLICATION INFORMATION. ACCESSIBILITY CODE LATEST EDITION AND THE AMERICAN DISABILITY ACT STANDARDS. 11. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL UNDERGROUND UTILITIES AND STORM SEWER IS CONSTRUCTED, TESTED 13. THE TELEPHONE FOR POOL AREA SHALL COMPLY WITH CHAPTER 64E-9 FLORIDA ADMINISTRATIVE CODE. THE LOCATION OF THE 12. THERE ARE NO WETLAND IMPACTS PROPOSED WITH THIS APPLICATION. AND OPERATIONAL PRIOR TO ANY ROADWAY CONSTRUCTION. TELEPHONE BY POOL AREA IS SHOWN. 13. ALL COMMON AREA IMPROVEMENTS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY 14. THE MINIMUM STREET WIDTH IS FIFTY (50) FEET. ROADWAY R/W ARE LABELED “PRIVATE 50' WIDE ROADWAY, DRAINAGE AND OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE PUBLIC UTILITY EASEMENT”. MANATEE COUNTY PUBLIC WORKS STANDARDS HIGHWAY & TRAFFIC STANDARDS MANUAL 3.1.2.C.(1) 14. PROPERTY IS IN FLOOD ZONE "X" , AS SCALED FROM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12081C0157E, HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. EFFECTIVE 3/17/2014 . 15. THE AUTOMATIC GATE OPENERS WILL USE A MINIMUM OF TWO (2) OPENING FREQUENCIES AND SHALL PROVIDE: (1) DEDICATED TO 13.