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McDonalds Restaurant - 2871 Gulf to Bay Blvd, Clearwater Civil Site (3-3-14)McDONALD'S RESTAURANT 2871 GULF TO BAY BOULEVARD CLEARWATER, PINELLAS COUNTY, FLORIDA 33759 BUILDING INFORMATION OCCUPANCY CLASSIFICATION: A -2 (ASSEMBLY) TYPE OF CONSTRUCTION: V B (SPRINKLERED) HEIGHT: 19'- 4" (TOP OF PARAPET) NUMBER OF FLOORS: 1 FOOTPRINT: 5,206 S.F. FLOOD ZONE INFORMATION PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THE SITE IS LOCATED WITHIN FLOOD ZONE "X" (FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER: 12103C0128G, MAP REVISED 9/3/2003) GEOTECHNICAL INVESTIGATION GEOTECHNICAL INFORMATION PROVIDED BY: UNIVERSAL ENGINEERING SERVICES, INC SIGNED AND SEALED BY: SURENDRA SAGI, P.E. # 74096 DATED: 12/18/13 BOUNDARY AND TOPOGRAPHIC SURVEY SURVEY INFORMATION PROVIDED BY: GEORGE A. SHIMP II & ASSOCIATES, INC LB 1834 SIGNED AND SEALED BY: GEORGE A. SHIMP III, P.S.M # 6137 DATED: 12/13/13 UTILITIES PROVIDERS ELECTRICITY WATER AND SEWER DUKE ENERGY FLORIDA CITY OF CLEARWATER UTILITIES DEPARTMENT 100 CENTRAL AVENUE 100 S. MYRTLE AVENUE ST. PETERSBURG, FLORIDA 33701 CLEARWATER, FLORIDA 33756 TEL: (877) 372 -8477 TEL: (727) 562 -4600 CABLE BRIGHT HOUSE NETWORKS 700 CARILLON PARKWAY, SUITE 6 ST. PETERSBURG, FLORIDA 33716 TEL: (877) 897 -7333 GAS CLEARWATER GAS SYSTEM 400 NORTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 TEL: (727) 562 -4900 TELEPHONE VERIZON 1280 EAST CLEVELAND STREET CLEARWATER, FLORIDA 33755 TEL: (800) 483 -4000 FIRE CITY OF CLEARWATER FIRE DEPARTMENT 565 SKY HARBOR DRIVE CLEARWATER, FLORIDA 33759 TEL: (727) 562 -4434 CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" OF FLORIDA AT 1 -800- 432 -4770 A MINIMUM OF 2 AND A MAXIMUM OF 5 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. OWNER: ALLAN J. STOWELL FAMILY TRUST 2873 THORNTON ROAD CLEARWATER, FLORIDA 33759 TEL: (727) 644 -2700 FAX: (727) 799 -4100 ENGINEER: HIGH POINT ENGINEERING, INC. 5300 W. CYPRESS STREET, SUITE 282 TAMPA, FLORIDA 33607 TEL: (813) 644 -8333 FAX: (813) 644 -7000 SURVEYOR: GEORGE A. SHIMP II & ASSOCIATES, INC 3301 DeSOTO BOULEVARD, SUITE D PALM HARBOR, FLORIDA 34683 TEL: (727) 784 -5496 FAX: (727) 786 -1256 LANDSCAPE: HIGH POINT ENGINEERING, INC. 5300 W. CYPRESS STREET, SUITE 282 TAMPA, FLORIDA 33607 TEL: (813) 644 -8333 FAX: (813) 644 -7000 DEVELOPER: SITE ID 009 -2528 MCDONALDS CORPORATION 10150 HIGHLAND MANOR DRIVE, SUITE 470 TAMPA, FLORIDA 33610 TEL: (813) 630 -9634 FAX: (813) 621 -4073 ARCHITECT: HARTLEY PURDY ARCHITECTURE, INC 1711 NORTH HIMES AVENUE TAMPA, FLORIDA 33607 TEL: (813) 353 -0035 FAX: (813) 353 -4350 CONTRACTOR: TBD SITE AERIAL PHOTOGRAPH N.T.S. SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 17, TOWNSHIP 29 S, RANGE 16 E CLEARWATER, PINELLAS COUNTY, FLORIDA PARCEL ID # 17- 29 -16- 03546- 000 -0010 DESCRIPTION H IL] W W PROPOSED CODE REQUIREMENTS ZONING: C & MDR W W C & MDR LAND USE: W CG & RM � � USAGE: RESTAURANT RESTAURANT RETAIL /RESTAURANT � N 55,571 S.F. (1.28 AC.) 55,751 S.F. (1.28 AC.) W BUILDING FOOTPRINT AREA: PERCENTAGE OF SITE AREA: 5,441 S.F. 9.8% 5,206 S.F. 9.3% Cn GROSS FLOOR AREA (GFA): FLOOR AREA RATIO (F.A.R.): 5,441 SF 0.098 5,206 S.F. 0.093 0.55 (MAX) BUILDING SETBACKS Q 72.2 FT. 3rd ROAD 25 FT. w D = F__ 74.3 FT. 25 FT. SIDE (SOUTH): z w w m 10 FT. SIDE (EAST): 65.8 FT. Q N_ BUILDING HEIGHT: 15.00 FT. 19.34 FT. 0 J 36,795 S.F. 66.0% 28,047 S.F. 50.3% O > W 5,426 S.F. 9.7% ~ N TOTAL IMPERVIOUS AREA: IMPERVIOUS SURFACE RATIO (I.S.R.): Q 38,679 S.F. 0.694 0.90 (MAX) TOTAL PERVIOUS AREA: PERCENTAGE OF SITE AREA: 10,840 S.F. 19.4% 0 ° 10.0 /o (MIN) TOTAL POND AREA: PERCENTAGE OF SITE AREA: 0 S.F. 0.0% 3,766 S.F. 6.7% - - - -- GULF TO BAY BOULEVARD 4,046 S.F. 11.0% 3,196 S.F. 11.4% 10.0% (MIN) 0 75 SPACES (1) 47 SPACES 12 SPACES PER 1,000 SF OF GFA - MINIMUM OFF - STREET PARKING CALCULATION: 5,206 SF x 12 SPACES / 1,000 SF OF G.F.A = 63 SPACES Z Z o LY w PROJECT CD 3: 0 D SITE a L 0 0 0 Q fn O O BROWN BOULEVARD = ~ U ROGERS STREET THORNTON ROAD SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 17, TOWNSHIP 29 S, RANGE 16 E CLEARWATER, PINELLAS COUNTY, FLORIDA PARCEL ID # 17- 29 -16- 03546- 000 -0010 DESCRIPTION EXISTING PROPOSED CODE REQUIREMENTS ZONING: C & MDR C & MDR C & MDR LAND USE: CG & RM CG & RM CG & RM USAGE: RESTAURANT RESTAURANT RETAIL /RESTAURANT SITE AREA: 55,571 S.F. (1.28 AC.) 55,751 S.F. (1.28 AC.) - - - -- BUILDING FOOTPRINT AREA: PERCENTAGE OF SITE AREA: 5,441 S.F. 9.8% 5,206 S.F. 9.3% Cn GROSS FLOOR AREA (GFA): FLOOR AREA RATIO (F.A.R.): 5,441 SF 0.098 5,206 S.F. 0.093 0.55 (MAX) BUILDING SETBACKS FRONT (GULF TO BAY BLVD): 72.2 FT. 52.7 FT. 25 FT. FRONT (CROSS BOULEVARD): 10.4 FT. 74.3 FT. 25 FT. SIDE (SOUTH): 221.6 FT. 204.8 FT. 10 FT. SIDE (EAST): 65.8 FT. 29.9 FT. 10 FT. BUILDING HEIGHT: 15.00 FT. 19.34 FT. 25 FT. VEHICULAR USE AREA (V.U.A.): PERCENTAGE OF SITE AREA: 36,795 S.F. 66.0% 28,047 S.F. 50.3% O SIDEWALK, CURB & DUMPSTER AREA: PERCENTAGE OF SITE AREA: 2,675 S.F. 4.8% 5,426 S.F. 9.7% ~ N TOTAL IMPERVIOUS AREA: IMPERVIOUS SURFACE RATIO (I.S.R.): 44,911 S.F. 0.806 38,679 S.F. 0.694 0.90 (MAX) TOTAL PERVIOUS AREA: PERCENTAGE OF SITE AREA: 10,840 S.F. 19.4% 17,072 S.F. 30.6% ° 10.0 /o (MIN) TOTAL POND AREA: PERCENTAGE OF SITE AREA: 0 S.F. 0.0% 3,766 S.F. 6.7% - - - -- INTERIOR LANDSCAPE AREA FOR V.U.A.: PERCENTAGE OF V.U.A.: 4,046 S.F. 11.0% 3,196 S.F. 11.4% 10.0% (MIN) OFF - STREET PARKING: 75 SPACES (1) 47 SPACES 12 SPACES PER 1,000 SF OF GFA - MINIMUM OFF - STREET PARKING CALCULATION: 5,206 SF x 12 SPACES / 1,000 SF OF G.F.A = 63 SPACES (1) FLEXIBLE DEVELOPMENT APPLICATION INDEX OF DRAWINGS SHEET No. CONTENT C -1 SITE DEVELOPMENT DATA C -2.1 GENERAL NOTES, ABBREVIATIONS & SYMBOLS C -2.2 C -2.3 C -3 C -4.1 C -4.2 C -5.1 C -5.2 & C -5.3 C -6 C -7.15 C -7 -2 & C -7.3 C -7.4 & C -7.5 C -7.6 L -1 L -2 & L -3 L -4 PH -1 TP -1 SUMMARY OF PARKING SUPPLY: REGULAR PARKING = 45 SPACES COMPACT PARKING = 0 SPACES HANDICAP PARKING = 2 SPACES TOTAL PARKING = 47 SPACES SITE CONSTRUCTION NOTES & SPECIFICATIONS BOUNDARY AND TOPOGRAPHIC SURVEY DEMOLITION & TREE PROTECTION PLAN SITE LAYOUT AND PARKING PLAN SIGNING & MARKING PLAN PAVING, GRADING & DRAINAGE PLAN STORMWATER POLLUTION PREVENTION PLAN & CERTIFICATION UTILITIES PLAN SITE CONSTRUCTION DETAILS UTILITIES DETAILS MCDONALDS DRIVE -THRU DETAILS LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS TREE INVENTORY PLAN PHOTOMETRIC PLAN MAXIMUM DESIGN VEHICLE PLAN z 0 a E U U) W 0 U) z O U) w LU Of Q 0 co m 6 z 0 Z L.L Q � Z Cn Q LO W W o c co (V Ch 0 0 0 0 >_ m M W W m m W z O �Q 5� Lu W Q O Q w o U) U w ~ N m 0 d m m H Q m m Z Z W LY Lu CD 3: 0 � a L 0 0 0 Q 00 N L0 N O O 0 Lu I- m 0 o (D m oo Z LL] Lu LL] z LO � � z SS Q N LL z 0 . Lu Z z J LL] c Q o U a% \ o Q) o 2 W U Z Lu W uj z CD w N J N > Z3 U CL (1) r- 0 0 z 0 U z °' Z J U E 0- § C6 0 Q 0o E Q co 3c Ln H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Z L.L Q � Z Cn Q LO W W LLJ c co 0 W 0 _I >_ m p J u- > < O W z O �Q 5� Lu W Q (D Q w o U) U w ~ N Lu J U 0 d 0 o (D m oo Z LL] Lu LL] z LO � � z SS Q N LL z 0 . Lu Z z J LL] c Q o U a% \ o Q) o 2 W U Z Lu W uj z CD w N J N > Z3 U CL (1) r- 0 0 z 0 U z °' Z J U E 0- § C6 0 Q 0o E Q co 3c Ln H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER GENERAL CONSTRUCTION NOTES 1. THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAIN THE PERMITS FROM THE CITY /COUNTY AND OTHER GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR SHALL ASSURE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS. 2. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AND REGULATORY AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 3. UNLESS OTHERWISE SPECIFIED, ALL WORK PERFORMED SHALL COMPLY WITH THE ORDINANCES AND REGULATIONS OF THE GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. ALL CONSTRUCTION MATERIALS, MEANS, METHODS, PROCEDURES AND TECHNIQUES SHALL CONFORM TO CITY /COUNTY CONSTRUCTION STANDARDS, FDOT "STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" AND FDOT "SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION. 4. THE INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING AND EVALUATING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL INVESTIGATIONS AS DEEMED NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A SITE RECONNAISSANCE PRIOR TO BIDDING THE WORK AND CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS SHALL NOT CONSTITUTE GROUNDS FOR AMENDMENTS TO THE CONTACT PRICE. 6. IMMEDIATELY UPON MOBILIZING TO THE SITE, THE CONTRACTOR (ACCOMPANIED BY THE OWNER AND ARCHITECT) SHALL PERFORM A SURVEY OF THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL SURVEY IN DETAIL USING WRITTEN AND PHOTOGRAPHIC MEANS, BUILDING(S) AND SITE AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON - CRACKED, NON - RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) SPECIALLY THOSE THAT WILL REMAIN IN THEIR EXISITNG CONDITION AT THE END OF PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION, MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE WRITTEN AND PHOTOGRAPHIC DETAILS. SHOULD DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND /OR UTILITIES AND /OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND /OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST. 7. WHEN NECESSARY, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS AND UTILITY COMPANIES (E.G., POWER, TELEPHONE, CABLE, GAS, ETC.). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK WITHIN PUBLIC EASEMENTS AND RIGHT -OF -WAY AND ENSURE THAT ALL PERMITS ARE APPROVED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL USE THE BENCHMARK ELEVATION NOTED IN THE BOUNDARY AND TOPOGRAPHIC SURVEY TO REFERENCE ALL TEMPORARY BENCHMARKS, BASE LINES, GRADE POINTS AND PROPERTY MONUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REESTABLISH, IN THEIR ORIGINAL STATE, THE PROPERTY MONUMENTS DISTURBED OR DAMAGED DURING CONSTRUCTION. THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY AND CORRELATE IN THE FIELD ALL BASE LINES, ELEVATIONS, AND DIMENSIONS SHOWN IN THESE PLANS, AND REPORT TO THE ENGINEER IN WRITING ANY ERROR, OMISSION, OR DISCREPANCY BEFORE PERFORMING ANY WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MAKE ADJUSTMENTS OF ANY CONFLICT SHOWN OR NOT SHOWN IN THESE PLANS WITH OTHER EXISTING SITE IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE -OUT OF THE PROJECT SUCH AS BASE LINES, GRADES, SLOPES, UTILITY RELOCATIONS, OR ANY OTHER STAKE -OUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE. ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN IN THESE PLANS SHALL NOT CONSTITUTE GROUNDS FOR AMENDMENTS TO THE CONTACT PRICE. 11. THE CONTRACTOR SHALL NOT COMMENCE THE CONSTRUCTION OF POTABLE WATER AND /OR SANITARY SEWER SYSTEMS PRIOR TO OBTAIN THE PERMIT(S) FROM THE FLORIDA HEALTH DEPARTMENT AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FROM THE OWNER OR THE ENGINEER A COPY OF ALL PERTINENT PERMITS RELATED TO THIS PROJECT AND REVIEW THEM TO ASSURE THAT ALL CONDITIONS DESCRIBED ON THE PERMITS ARE IN COMPLIANCE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. IT WILL BE NECESSARY TO IDENTIFY, EXAMINE, COORDINATE AND /OR ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT DRAWINGS SHOWING ADJUSTED PIPE SIZES, STRUCTURES, AND ELEVATIONS. 13. THE CONTRACTOR SHALL COORDINATE THE POINTS OF CONNECTIONS OF UTILITIES WITH DIFFERENT SUBCONTRACTORS. THE SITE CONTRACTOR SHALL BRING THE UNDERGROUND INFRASTRUCTURES (I.E. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC.) TO 5 FEET OUTSIDE THE BUILDING(S). THE PLUMBING CONTRACTOR SHALL CONNECT AND MEET THE INVERT ELEVATIONS OF SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BUILDING SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODE OF ORDINANCE REQUIREMENTS. 14. TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTIONS WERE PREPARED BY OTHERS AND ARE SHOWN HEREIN FOR INFORMATION PURPOSES ONLY. THE ENGINEER ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURACY AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID INFORMATION. PROPOSED LOCATIONS, ELEVATIONS, AND DIMENSIONS OF STRUCTURES AND OTHER SITE FEATURES ARE SHOWN IN ACCORDANCE TO THE SURVEY INFORMATION PROVIDED TO THE ENGINEER AT THE TIME OF THE PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 15. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS WERE PREPARED BY OTHERS AND ARE USED SOLELY TO ASSIST CONTRACTORS IN ASSESSING THE NATURE AND EXTENT OF TESTING AND STUDIES REQUIRED TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. NO REPRESENTATION IS MADE OR GIVEN CONCERNING THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK AND CONTRACTORS ARE FULLY RESPONSIBLE WHEN USING SAID INFORMATION. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. 16. THE EXISTING UNDERGROUND UTILITY LINES SHOWN HEREON WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED. THE CONTRACTOR MUST USE SAID INFORMATION ONLY AS A GUIDE TO THE SUGGESTED LOCATION OF UNDERGROUND UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO: POTABLE WATER LINES, SANITARY SEWER, STORM SEWER, GAS LINES, ELECTRICAL POWER, RECLAIMED WATER LINES, IRRIGATION LINES, TELEVISION CABLES, FIBER OPTIC CABLES, TELEPHONE CABLES, ALARM SYSTEM CABLES, SECURITY WIRING, SITE UNDERGROUND MECHANICAL, CONTROL SYSTEMS WIRING, SYSTEMS INCLUDING INSULATION, ETC. THE ENGINEER CANNOT GUARANTEE THE ACCURACY OF THE EXISTING UNDERGROUND UTILITY LINES NOR THAT ALL ARE SHOWN HEREON. THE CONTRACTOR SHALL DETERMINE THE SPECIFIC LOCATION AND CAREFULLY EXPOSE ALL UNDERGROUND UTILITY LINES IN COORDINATION WITH OWNER(S) TO THEIR SATISFACTION AND MAKE ADJUSTMENTS TO SAME IN THE EVENT THERE ARE CONFLICTS WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND UTILITY SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ENVIRONMENTAL PROTECTION AGENCY PERMITTING WHEN REQUIRED. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING A DEWATERING PLAN APPROVED BY THE WATER MANAGEMENT DISTRICT WHEN REQUIRED. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, REPAIRING AND /OR REINSTALLING DAMAGED OR DISTURBED EXISTING IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, DUMPSTER PADS, FENCES, HAND RAILS, GATE VALVES, CLEANOUTS, FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS, ELECTRICAL, CABLE AND TELEPHONE BOXES, ELEVATED POWER AND TELEPHONE LINES, WATER, SANITARY, GAS AND STORMWATER PIPELINES, UNDERGROUND POWER, TELEPHONE AND CABLE LINES, IRRIGATION SYSTEMS AND CONTROLS, ETC. 20. THE CONTRACTOR SHALL LOCATE PROPERTY LINES AS REQUIRED TO AVOID ENCROACHMENT INTO ADJACENT PROPERTY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER CONCERNING LIMITS OF CONSTRUCTION, TRANSITIONS, PHASES, ETC. WHICH MAY NOT BE SHOWN ON THESE PLANS. 21. THE CONTRACTOR SHALL RESTORE TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK. ADDITIONAL COSTS ARE INCIDENTAL AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 22. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO SUBGRADE STABILIZATION, BASE AND PAVEMENT CONSTRUCTION. 23. ADJUSTMENTS OF WATER VALVES, WATER METERS, SANITARY MANHOLE TOPS, INLETS, JUNCTION BOX TOPS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR THE ENGINEER FOR THESE ADJUSTMENTS. 24. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS PROJECT. FAILURE TO OBTAIN APPROVAL BEFORE MANUFACTURE AND INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 25. THE CONTRACTOR SHALL NOTIFY THE UTILITY INSPECTORS 5 DAYS BEFORE CONNECTING TO ANY UTILITY LINE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE APPROPRIATE AGENCIES AT LEAST THREE (3) WEEKS PRIOR TO START OF CONSTRUCTION ALL REQUIRED SHOP DRAWINGS, CONTRACTOR'S LEGAL INFORMATION, STARTING DATE, SCHEDULE, MANAGEMENT OF TRAFFIC PLAN AND OTHER PERTINENT INFORMATION REQUIRED. ANY WORK PERFORMED WITHOUT PRESENCE OF THE AGENCY INSPECTOR, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 26. THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER TO PERFORM ALL SITE CONSTRUCTION QUALITY ASSURANCE AND QUALITY CONTROL TESTING, AND THIS COST SHALL BE INCLUDED AS PART OF THE CONTRACT PRICE. IN LOCATIONS WHERE THE CONSTRUCTION TAKES PLACE WITHIN PUBLIC RIGHT -OF -WAY, ALL SAMPLING AND TESTING SHALL BE IN ACCORDANCE WITH FDOT AND LOCAL AGENCY REQUIREMENTS. 27. THE CONTRACTOR SHALL FORWARD TO THE OWNER A COPY OF ALL COMPACTION AND ASPHALT MIX TEST RESULTS. THE TEST RESULTS SHALL BE CERTIFIED BY A MATERIAL / GEOTECHNICAL ENGINEER, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY CITY /COUNTY AND /OR THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AS WELL AS BY THE APPROVED CONSTRUCTION PLANS, ARE SATISFIED. 28. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER OR THE OWNER MAY BE A CAUSE FOR THE WORK TO BE UNACCEPTABLE. VALUE ENGINEERING SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER AND THE OWNER 29. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS -BUILT DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ACCURATE HORIZONTAL AND VERTICAL LOCATION OF DETENTION / RETENTION BASIN(S) INCLUDING TOP OF BANK, TOE OF SLOPE, BOTTOM OF POND AND SIDE SLOPES, CONTROL STRUCTURE(S), DIMENSION AND INVERT ELEVATION OF WEIR, ORIFICE AND SKIMMER, INLET AND MANHOLE SIZES AND STORM PIPE INVERT ELEVATIONS, SIZE AND LOCATIONS OF ALL UTILITIES INCLUDING SANITARY SEWER AND WATER PIPES AND FITTINGS, STORM AND SANITARY SEWER SLOPES, CONCRETE PADS, SIDEWALKS, FINISHED FLOOR ELEVATION(S), GRADE BREAKS, ETC. THE CONTRACTOR SHALL PROVIDE FIVE COPIES OF THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER. THE AS -BUILT DRAWING SHALL BE SUFFICIENT IN DETAIL TO BE ACCEPTABLE BY GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION ON THE PROJECT 30. CONTRACTOR SHALL PROVIDE SANITARY SEWER AND WATER MAIN SYSTEMS CERTIFIED AS -BUILT DRAWINGS INCLUDING SANITARY SEWER INFILTRATION / EXFILTRATION TEST RESULTS, WATER MAIN PRESSURE TEST RESULTS AND TWO (2) CONSECUTIVE DAYS BACTERIOLOGICAL SAMPLING RESULTS AT LEAST SIX (6) WEEKS PRIOR TO ANTICIPATED DATE OF CERTIFICATE OF COMPLETION APPLICATION. 31. SIGN MONUMENTS, WALLS AND FENCES REQUIRE SEPARATE PERMIT APPLICATION(S). ANY DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER. 32. WHEN NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR AN EASEMENT INSPECTION BY CITY /COUNTY ENGINEERING DEPARTMENT PRIOR TO CONCRETE POUR OF FOOTER /SLAB. CONTRACTOR SHALL STAKE ALL PROPERTY CORNERS AND EASEMENT LINES PRIOR TO EASEMENT INSPECTION. 33. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, WHICH INCLUDES THE LATEST EDITIONS OF THE N.F.P.A. #1 FIRE PREVENTION CODE & 101 THE LIFE SAFETY CODE. 34. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES GENERAL SAFETY NOTES 1. THESE CONSTRUCTION PLANS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY IN ACCORDANCE WITH U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR MEANS, METHODS, PROCEDURES AND TECHNIQUES OF CONSTRUCTION SAFETY. 2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET BY THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 3. DURING CONSTRUCTION, ALL SAFETY CONTROLS AND REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AND WORKERS. 4. THE MINIMUM STANDARDS IN "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED FOR THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PEDESTRIANS AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 5. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED AND APPROVED BY APPLICABLE AGENCIES PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT THEY COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. 7. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA RULES AND REGULATIONS FOR EXCAVATIONS SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 8. TO COMPLY WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES, AFFILIATED OR NOT AFFILIATED TO THE "SUNSHINE STATE ONE CALL" OF FLORIDA CORPORATION, PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS AND /OR CLEARANCE OF EXISTING UNDERGROUND UTILITIES. LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED) NOTES 1. TO MINIMIZE CARBON FOOTPRINT, THE OWNER AND CONTRACTOR SHALL SELECT LOCAL MATERIALS FROM SUPPLIERS AND MANUFACTURES WITHIN 500 MILES OF THE PROJECT SITE. 2. TO REDUCE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL USE SUSTAINABLE OR RECYCLED MATERIALS SUCH AS CRUSHED CONCRETE, RECYCLED AGGREGATE, RECLAIMED WOOD, ETC. 3. TO MITIGATE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL SEND ANY CONSTRUCTION DEBRIS PRODUCED DURING DEMOLITION ACTIVITIES TO RECYCLING FACILITIES RATHER THAN LANDFILLS. 4. TO MINIMIZE POTABLE WATER USAGE AND CONSERVE GROUNDWATER, THE OWNER AND CONTRACTOR SHOULD INSTALL WHEN POSSIBLE, UNDERGROUND CISTERNS TO HARVEST RAINWATER TO BE USED AS SUPPLEMENTAL WATER FOR NEEDS OTHER THAN HUMAN CONSUMPTION. 5. TO REDUCE POLLUTED STORMWATER LEAVING THE SITE AND TO MAXIMIZE ON -SITE STORMWATER RETENTION, THE OWNER AND CONTRACTOR SHOULD USE WHEN POSSIBLE, PERMEABLE OR PERVIOUS PAVEMENT DESIGNED USING THE MIX - PROCESS METHOD DEVELOPED IN FLORIDA. WORK IN FDOT RIGHT -OF -WAY NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A RIGHT -OF -WAY USE PERMIT FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE FOR ANY WORK WITHIN THE RIGHT -OF -WAY. THE CONTRACTOR SHALL INCLUDE IN THE PERMIT APPLICATION A MAINTENANCE OF TRAFFIC PLAN AND PROOF OF LIABILITY INSURANCE. THE CONTRACTOR SHALL NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE (48) HOURS PRIOR TO START OF CONSTRUCTION. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT -OF -WAY SHALL CONFORM TO: (1) FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ", LATEST EDITION. (2) FLORIDA DEPARTMENT OF TRANSPORTATION "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEMS ", LATEST EDITION. (3) FLORIDA DEPARTMENT OF TRANSPORTATION "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS ", LATEST EDITION. 1. PERMANENT EROSION CONTROL AND SHOULDER SODDING AND TURF ON EXISTING FACILITIES SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 104 -105. 2. CURBS, CURB AND GUTTERS AND SIDEWALKS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 300, 304 AND 310. 3. GUARDRAILS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 400 AND HANDRAILS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 800. 4. TURNOUTS (DRIVEWAY CONNECTIONS) SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 515 "GENERAL APPLICATION ". 5. TRAFFIC CONTROL THROUGH WORK ZONES SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 600. 6. SINGLE COLUMN GROUND SIGNS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 11860 AND SHALL BE PLACED IN ACCORDANCE WITH FDOT DESIGN STANDARD INDEX 17302. 7. STRIPING SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 17346. 8. REFLECTIVE PAVEMENT MARKERS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 17352. 9. SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). 10. ALL DISTURBED AREAS IN FDOT RIGHT -OF -WAY SHALL BE SODDED. EXISTING STANDARD SYMBOLS DESCRIPTION PROPOSED EX. WM WATER METER WM ®EX. RM RECLAIMED METER RM FE-1-0-1 EX. WM &BFP METER AND BACK FLOW PREVENTOR mWM &BFP ® ® EX.DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY ® DDCVA -(�)- EX.FHA FIRE HYDRANT ASSEMBLY *FHA 'CC EX. FDC FIRE DEPARTMENT CONNECTION 10 FDC X EX. G.V. GATE VALVE G.V. e BLOW -OFF VALVE e �s SANITARY SEWER MANHOLE EX. CATV o EX. C.O. CLEANOUT ° C.C. O O GREASE TRAP / OIL SEPARATOR • • _ SURFACE FLOW ARROW OVERHEAD POWER LINE EX. UGP GRATE INLET EX. REC RECLAIMED WATER LINE CURB INLET IRRIGATION WATER LINE OD STORM SEWER MANHOLE EX. WM El MITERED END SECTION O EX. FM FLARED END SECTION EX. GAS J� 7 T EX. LP LIGHT POLE *LP $ CONCRETE UTILITY POLE AW -e- WOOD UTILITY POLE CONTOUR LEVEL E-- GUIDE WIRE -- - - - - - - - - - - - - - - - o BOLLARD • FAC SIGNAGE T ROCK BASE ASPHALTIC CONCRETE WHEEL STOP FOOT BFP HANDICAP SPACE FC FRICTION COURSE RCP t.Iu FPS TRAFFIC MARKINGS emu► & 101 EXISTING L I N E T Y P E S DESCRIPTION PROPOSED ST CATV FO TEL ELE OHP UGP REC IRR FIRE WM SAN FM GAS WET WET WET WET N/A 75 ---- - - - - -- R.L ---- - - - - -- ABBREVIATIONS UNITS OF MEASURE ABC PROPERTY LINE EL CENTER LINE NHW EDGE OF PAVEMENT - WALL ABS WOOD FENCE O o CHAIN LINK FENCE X X X X BARB WIRE FENCE N/A SILT FENCE A/C LOT LINE EOP POND TOP OF BANK OD RIGHT OF WAY LINE BA SECTION LINE EX. ST STORM SEWER LINE EX. CATV CABLE TV LINE EX. FO FIBER OPTIC LINE EX. TEL TELEPHONE LINE EX. ELE ELECTRIC LINE EX. OHP OVERHEAD POWER LINE EX. UGP UNDERGROUND POWER LINE EX. REC RECLAIMED WATER LINE EX. IRR IRRIGATION WATER LINE EX. FIRE FIRE LINE EX. WM POTABLE WATER LINE EX. SAN SANITARY SEWER LINE EX. FM FORCE MAIN LINE EX. GAS GAS LINE PVC EASEMENT LINE JD JD JD JD- WETLAND LINE FLOOD FLOOD FLOOD ZONE LINE 75 CONTOUR LEVEL R.L -- - - - - - - - - - - - - - - - RIDGE LINE m � � BASIN LINE PROPOSED ST CATV FO TEL ELE OHP UGP REC IRR FIRE WM SAN FM GAS WET WET WET WET N/A 75 ---- - - - - -- R.L ---- - - - - -- ABBREVIATIONS UNITS OF MEASURE ABC ASPHALT BASE COURSE EL ELEVATION NHW NORMAL HIGH WATER 0 N ABS ACRYLONITRITE- BUTADIENE- STYRENE PIPE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE NTS NOT TO SCALE AC ACRE A/C AIR CONDITIONER EOP EDGE OF PAVEMENT OD OUTSIDE DIAMETER BA BARREL ACCEL ACCELERATION EM ELECTRIC METER OHP OVERHEAD POWER BSH BUSHEL ASPH ASPHALT EMBK EMBANKMENT PAVT PAVEMENT CF CUBIC FOOT ASPH CONC ASPHALTIC CONCRETE EMUL EMULSIFIED PL PROPERTY LINE CFS CUBIC FOOT PER SECOND ASTM AMERICAN SOCIETY FOR TESTING MATERIALS ESMT EASEMENT PVC POLYVINYL CHLORIDE PIPE CY CUBIC YARD AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND EXCAV EXCAVATION Q PEAK DISCHARGE or FLOW VOLUME (CFS) DA DAYS m TRANSPORTATION OFFICIALS FAC FLORIDA ADMINISTRATIVE CODE RBAC ROCK BASE ASPHALTIC CONCRETE FT FOOT BFP BACK FLOW PREVENTER FC FRICTION COURSE RCP REINFORCED CONCRETE PIPE FPS FEET PER SECOND BOC BACK OF CURB FDC FIRE DEPARTMENT CONNECTION REQ REQUIRED GA GALLON BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE FDN FOUNDATION RPZ REDUCED PRESSURE ZONE HP HORSE POWER BIT BITUMINOUS FEE FINISHED FLOOR ELEVATION R/W RIGHT OF WAY HR HOUR BL BASE LINE FES FLARED END SECTION RR RAILROAD IN INCH BLKHD BULKHEAD FHA FIRE HYDRANT ASSEMBLY SAHM SAND - ASPHALT HOT MIX KIP THOUSAND POUNDS (FORCE) BLVD BOULEVARD FHWA FEDERAL HIGHWAY ADMINISTRATION SAN SANITARY SEWER KSI KIPS PER SQUARE INCH BM BENCH MARK FM FORCE MAIN SBAC SHELL BASE ASPHALTIC CONCRETE KV KILOVOLT BOT BOTTOM FO FIBER OPTIC CABLE SBRM SAND BITUMINOUS ROAD MIX LB POUND BRG BEARING GO GUTTER DRAIN SCST SAND -CLAY SURFACE TREATMENT LF LINEAR FOOT BT BURRIED TELEPHONE CABLE OR DUCT GI GUTTER INLET SHLDR SHOULDER LS LUMP SUM BTFLY BUTTERFLY GIP GALVANIZED IRON PIPE SHW SEASONAL HIGH WATER M METER BWF BARBED WIRE FENCE GM GAS MAIN ST STRUCTURE MG THOUSAND GALLONS C &G CURB AND GUTTER GTTR GUTTER SUBS SUBSOIL MI MILE CAP CORRUGATED ALUMINUM PIPE GUY GUIDE WIRE SUBGR SUBGRADE MPH MILES PER HOUR CBC CONCRETE BOX CULVERT HT HEIGHT TBO TEMPORARY BLOW -OFF OZ OUNCE GEM CEMENT H/W HEADWALL TBM TEMPORARY BENCH MARK PSI POUNDS PER SQUARE INCH CIP CAST IRON PIPE HS -20 AASHTO NEW TRUCK MODEL FOR BRIDGE EVALUATION TCB TEMPORARY CONCRETE BARRIER SEC SECOND CL CENTER LINE HWY HIGHWAY TCE TEMPORARY CONSTRUCTION EASEMENT SO FT or SF SQUARE FOOT CLF CHAIN LINK FENCE ID INSIDE DIAMETER TCP TERRA COTTA PIPE SO IN or SI SQUARE INCH CM CONCRETE MONUMENT IE INVERT ELEVATION TEL TELEPHONE SO YD OR SY SQUARE YARD CMP CORRUGATED METAL PIPE IMC INTERMEDIATE METAL CONDUIT TOB TOP OF BANK TN TON CMPA CORRUGATED METAL PIPE ARCH ITE INSTITUTE OF TRANSPORTATION ENGINEERS TOP TOP OF PIPE VF VERTICAL FOOT CO CLEANOUT JB JUNCTION BOX TOS TOE OF SLOPE YR YEAR CONC CONCRETE JT JOINT TYP TYPICAL CP CONCRETE PIPE L LENGTH T/W TOP OF WALL CPE CORRUGATED POLYETHYLENE PIPE LBR LIMEROCK BEARING RATIO T &V TAP AND VALVE CSP CORRUGATED STEEL PIPE LED LOAD FACTOR DESIGN U. D. UNDERDRAIN ©COPYRIGHT 2014 CT CLEAR TRUNK LRFD LOAD RESISTANCE FACTOR DESIGN UG UNDERGROUND CULV CULVERT M MASS USGS US GEOLOGICAL SURVEY ING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO DA DRAINAGE AREA MES MITERED END SECTION VCP VITRIFIED CLAY PIPE S MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED DBI DITCH BOTTOM INLET MH MANHOLE VOL VOLUME THOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. DO DRY DENSITY MHW MEAN HIGH WATER W/C WATER- CEMENT RATIO DECEL DECELERATION MON MONUMENT WB40 INTERMEDIATE SEMI TRAILER (40' WB) DENS DENSITY MOT MAINTENANCE OF TRAFFIC WB50 LARGE SEMI TRAILER (50' WB) DHW DESIGN HIGH WATER MP MILE POST WB60 TANDUM SEMI TRAILER (60' WB) DIP DUCTILE IRON PIPE MSL MEAN SEA LEVEL WM WATER MAIN FIR DT DITCH MTD MOUNTED WQT WATER QUALITY TREATMENT DI DROP INLET N NORTH WT WATER TABLE DIA DIAMETER NA or N/A NOT AVAILABLE or NOT APPLICABLE WPF WOOD PLANK FENCE BRAULIO GRAJALES DEW DESIGN LOW WATER NAVD NORTH AMERICA VERTICAL DATUM of 1988 XSEC CROSS SECTION No. Professional Engineer Sign Date DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY NGVD NATIONAL GEODETIC VERTICAL DATUM of 1929 YI YARD INLET F THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER z O a E U U) w 0 U) z O U) W ILL 0 00 m 0 z 0 00 (N 0 N t CD CD 0 U) Z W I— O W o N 22 0 0 0 0 M W W m m co } °O 06 m m 0 Q m H p% ° W Z Z W VJ W Q Lu CD � 0 � O W m 0 _I >- m p J I- Q 7Q Z O W a L 0 0 0 Q co O (� cr) CD M O Z Z W Lu W r., r) z z m o n o o N ti Z o W Z z J W c Q o C) OEM U45 a% \ o O W U Z W W uj (D Z Z W N J N > 0 Z3 U W CL N (1) r` Z - O W� Z CO z cn Q Q 'L J Q ° E Q 3c Ln o co m I- J SHEET: c m 211 00 (N N t CD CD 0 U) Z W I— O W NW 0M co 06 U) O p% W VJ W Q ti (%, W I_I_I W M Q O W m 0 _I >- m p J I- Q 7Q Z O W LL W 0 ILL 5� Q z C) ( < W w z C� w p 0 ~ N Lu J U 0 d co O (� cr) CD M O Z Z W Lu W r., r) z z m o n o o N ti Z o W Z z J W c Q o C) OEM U45 a% \ o O W U Z W W uj (D Z Z W N J N > 0 Z3 U W CL N (1) r` Z - O W� Z CO z cn Q Q 'L J Q ° E Q 3c Ln o co m I- J SHEET: c m 211 TESTING SCHEDULE ITEM TEST TEST FREQUENCY I m O OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE BUILDING PAD 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) ONE PER 2,500 SF HORIZONTALLY IN 12 INCH LIFTS GRADATION AS DETERMINED BY AASHTO T27 -06 (ASTM D136 -06) EACH LIFT (SEE NOTE 3) (n Z OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE EMBANKMENT 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) ONE PER 5,000 SF HORIZONTALLY IN 12 INCH LIFTS 6 GRADATION AS DETERMINED BY AASHTO T27 -06 (ASTM D136 -06) EACH LIFT (SEE NOTE 3) UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUCTURES FROM OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE RIGHT -OF -WAY LINE TO RIGHT -OF -WAY LINE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) (SEE NOTES 1 AND 2) AND IN STRUCTURAL AREAS ui UTILITY TRENCH BACKFILL OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES OUTSIDE THE RIGHT -OF -WAY M AND IN NON - STRUCTURAL AREAS 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) (SEE NOTES 1 AND 2) OPTIMUM MOISTURE / MAXIMUM DENSITY PER MATERIAL TYPE STABILIZED SUB GRADE MINIMUM LBR 40 PER MATERIAL TYPE < 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70), NO TOLERANCE (SEE NOTE 3) OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOURCE BASE MINIMUM LBR 100 PER SOURCE (OTHER THAN SOIL CEMENT 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) - NO TOLERANCE EACH LIFT (SEE NOTE 3) OR CRUSHED CONCRETE) GRADATION, ATTERBERG LIMITS PER SOURCE � MINIMUM LBR 120 PER MATERIAL TYPE CRUSHED CONCRETE BASE ABRASION TEST BY USING LOS ANGELES MACHINE AS DETERMINED BY FM -1T096 PER MATERIAL TYPE 2 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) (SEE NOTE 3) DESIGN MIX AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ONE PER MATERIAL TYPE � Q OPTIMUM MOISTURE / MAXIMUM DENSITY ONE PER MATERIAL TYPE DAILY W 0� PROCTOR AS DETERMINED BY AASHTO T180 ONE PER MATERIAL TYPE SOIL CEMENT BASE COMPRESSIVE STRENGTH SPECIMENS AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ONE SET OF 3 SAMPLES PER MATERIAL TYPE (NO IN PLACE MIXING ALLOWED) (300 PSI AT 7 DAYS), (SEE NOTE 4) PER ONE -HALF DAY n. TEST CORES AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS (SEE NOTE 3) < (300 PSI AT 21 DAYS), (SEE NOTE 4) IY N 0. 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T134 - NO TOLERANCE (SEE NOTE 3) _ Q SLUMP TEST ONE PER SET OF CYLINDERS CONCRETE COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR (SEE NOTE 5) (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 3,000 PSI), NO TOLERANCE 100 CY OR FRACTION THEREOF W z AIR CONTENT ONE PER SET OF CYLINDERS _ U AGGREGATE ANALYSIS ONE PER DESIGN N DESIGN MIX ONE PER FDOT APPROVED TYPE BITUMEN CONTENT ONE PER DAY UNLESS TONNAGE > 1,000 TON ASPHALTIC CONCRETE GRADATION STABILITY FLOW ONE PER DAY PROPERTIES OF IN -PLACE MATERIALS (MARSHALL TEST) ONE PER DAY THICKNESS (SEE NOTE 3) MAXIMUM SPECIFIC GRAVITY ONE PER DAY 95% OF LAB DENSITY (SEE NOTE 3) NOTES: 1. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 6 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 6 INCH LIFTS. TESTS AROUND BOX CULVERTS SHALL DONE ON BOTH SIDES EVERY LIFT. 2. FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO -T99) PER FDOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125 -8.3.2 AS MODIFIED. CLEARING AND GRUBBING NOTES 1. PRIOR TO SITE CLEARING AND GRUBBING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE CITY / COUNTY TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE GEOTECHNICAL INVESTIGATION REPORT ARE AVAILABLE THROUGH THE OWNER. ANY QUESTION REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT ARE TO BE DIRECTED TO THE GEOTECHNICAL ENGINEERING COMPANY THAT PREPARE THE REPORT. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE AREAS OF THE SITE NEEDED FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH APPROVED LANDSCAPE MATERIAL IMMEDIATELY AFTER CONSTRUCTION. 4. UNLESS OTHERWISE DIRECTED, THE TOP 4" TO 6" OF SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED. 5. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY / DRIP LINE OF TREES TO REMAIN PAVING AND GRADING NOTES 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE OWNER, OR THE GEOTECHNICAL ENGINEER. DELETERIOUS MATERIAL SHALL BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE 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 SHALL 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 MATERIAL THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S GEOTECHNICAL ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE CONSTRUCTION DOCUMENTS OR THE REFERENCED GEOTECHNICAL INVESTIGATION REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES WHICH INCLUDE BUT ARE NOT LIMITED TO EARTHWORK ACTIVITIES SUB GRADE PREPARATION ETC. CONFORM WITH THE GEOTECHNICAL INVESTIGATION REPORT. 4. PROPOSED PAD GRADES SHOWN ARE MINIMUM GRADES. ELEVATIONS OF ADJOINING LOTS, EXISTING TREES, AND OTHER FIELD CONDITIONS MAY WARRANT LEAVING LOTS WHICH ARE HIGHER IN THEIR NATURAL STATE. THE CONTRACTOR SHALL CONSULT WITH THE OWNER AND THE ENGINEER IN WRITING PRIOR TO GRADING ACTIVITIES WHEN THESE CONDITIONS EXIST. 5. PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON THESE CONSTRUCTION DOCUMENTS. 6. ALL SLOPES STEEPER THAN 5:1 SHALL BE SODDED; ALL SLOPES STEEPER THAN 4:1 SHALL BE REINFORCED WITH STAKED SOD. 7. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CURBING SHALL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. 9. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE CONSTRUCTION DOCUMENTS 10. CONTRACTOR SHALL PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. EXPANSION JOINT FILLER SHALL CONFORM TO THE SPECIFICATIONS OF ASTM D1751. 11. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR CITY / COUNTY AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR SHALL REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR CITY / COUNTY AUTHORITIES. 12. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 13. THE CONTRACTOR SHALL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS AS REQUIRED 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. 3. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER 5,000 SF. 4. MAXIMUM STRENGTH LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY, SHALL NOT BE EXCEEDED. 5. APPLIES TO SITE CONCRETE SUCH AS CURBS DRIVEWAYS PADS AND SIDEWALKS 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING APPLICABLE SOIL AND MATERIAL TESTING AND SUBMITTING TEST RESULTS TO OWNER'S ENGINEER ON A WEEKLY BASIS. SOIL TESTS ARE REQUIRED PURSUANT WITH THE TESTING SCHEDULE REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS SITE. UPON COMPLETION OF THIS WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER CERTIFICATIONS SIGNED BY THE MATERIAL / GEOTECHNICAL ENGINEER STATING THAT ALL SOIL AND MATERIAL REQUIREMENTS HAVE BEEN MET 15. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS AND THE VARIOUS AGENCIES HAVING JURISDICTION OVER THIS SITE. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RETESTING. 16. MIXING IN PLACE OF SOIL CEMENT SHALL NOT BE ALLOWED 17. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. THE CONTRACTOR SHALL FINISH ALL EXPOSED BACK OF CURB. 18. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR SHALL SUBMIT A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL. 19. ALL PAVEMENT MARKINGS IN THE RIGHT -OF -WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1 -7. PARKING STALL STRIPING SHALL BE 4" WIDE STRIPES PAINTED IN WHITE COLOR. YELLOW PAINT SHALL BE USED FOR NO PASSING, NO PARKING OR TO DESIGNATE A FIRE LANE. 20. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT SURFACE AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 21. ON -SITE PAVEMENT SHALL CONSIST OF 2" ASPHALT TYPE S -III ON 6" LIMEROCK BASE OR CRUSHED PORTLAND CEMENT CONCRETE COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST OVER 6" STABILIZED SUBGRADE (40 LBR) COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. 22. CITY / COUNTY RIGHT -OF -WAY PAVEMENT SHALL CONSIST OF 3" ASPHALT (TYPE S -1) ON 11" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST OVER 12" STABILIZED SUBGRADE (40 LBR) COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180, UNLESS OTHERWISE SPECIFIED. DRAINAGE NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE INLETS AND OTHER DRAINAGE STRUCTURES CALLED FOR IN THESE CONSTRUCTION DOCUMENTS. 2. ALL STORM SEWER PIPES SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76, ASTM C -507) 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. SUBSTITUTION OF RCP WITH OTHER MATERIAL (PVC, HDPE, ADS, ETC.) SHALL NOT BE PERMITTED. 3. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 4. REINFORCED CONCRETE STORM SEWER PIPE JOINTS SHALL BE ROUND RUBBER GASKET (ASTM C -361) UNLESS OTHERWISE NOTED ON PLANS. ELLIPTICAL REINFORCED PIPE SHALL BE COLD ADHESIVE PERFORMED PLASTIC GASKET IN ACCORDANCE WITH F.D.O.T. STANDARD 942 -2. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED PER F.D.O.T. INDEX NO. 280. 5. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE WITH THE EXCEPTION OF MITERED END SECTIONS (MES) AND FLARED END SECTIONS (FES) WHICH ARE NOT INCLUDED IN LENGTHS. CONTRACTOR SHALL VERIFY ALL QUANTITIES IN SUBMITTAL OF BID, AND INFORM THE ENGINEER OF ANY DISCREPANCIES. 6. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 72 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 8. ALL INLETS WITHIN PAVEMENT AREAS ARE TO BE MODIFIED FOR TRAFFIC BEARING WITH HOT DIPPED GALVANIZED STEEL GRATES AND FRAMES IN ACCORDANCE WITH FDOT SPECIFICATIONS. ALL DRAINAGE STRUCTURE GRATES AND COVERS TO BE TRAFFIC RATED FOR HS -20 AASHTO TRUCK LOADINGS. 9. ALL MITERED END SECTIONS ON SIDE DRAIN PIPES AT DRIVEWAY ENTRANCES TO CITY /COUNTY /FDOT ROADWAYS MUST BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 273. 10. FOR INLETS NOT IMMEDIATELY ADJACENT TO LOW POINT (C /L) OF ROADWAY CONTRACTOR TO ADJUST CROSS SLOPE IN THESE AREAS IN ACCORDANCE WITH ENGINEER'S DIRECTION. 11. STORMWATER RUNOFF FROM THE ROOF(S) SHALL BE ROUTED THROUGH THE PROPOSED STORMWATER SYSTEM AND DIRECTED TOWARD DETENTION POND. EARTHWORK NOTES 1. IF EVIDENCE OF THE EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED AT THE SITE OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL APPROVAL, ALL WORK SHALL CEASE. THE DEVELOPER, OWNER, OR AGENT THEREOF SHALL NOTIFY THE DEPARTMENT OF HISTORICAL RESOURCES WITHIN 24 HOURS. EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND MOUNDS. THE DIRECTOR OF HISTORIC RESOURCES SHALL ASSESS THE SIGNIFICANCE OF THE FINDS AND MITIGATE ANY ADVERSE EFFECTS AS SOON AS POSSIBLE, BUT NO LATER THAN THREE (3) WORKING DAYS OF NOTIFICATION. WORK ACTIVITIES CAN BE NORMALLY RESUMED EXCEPT IN THE AREA OF EFFECT AS DETERMINED BY THE DIRECTOR OF HISTORIC RESOURCES. 2. TOP SOIL, ORGANIC SILTY SOILS WITH ROOTS AND ORGANIC MUCK MATERIALS SHALL BE REMOVED WHEN ENCOUNTERED AT THE GROUND SURFACE AND IF NOT REMOVED DURING NORMAL CLEARING AND GRUBBING OPERATIONS. OTHER ISOLATED AREAS OF ORGANIC MATERIAL OR DELETERIOUS MATERIAL MAY EXIST WITHIN THE PROJECT SITE. IF ADDITIONAL UNSUITABLE MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE REMOVED AND REPLACED WITH CLEAN, SLIGHTLY SILTY OR SILTY FINE SAND (A -3, A -24). 3. EMBANKMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS. SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT STANDARD INDEXES NO. 500 AND 505. EMBANKMENT FILL, WHERE REQUIRED, SHALL CONTAIN NO MUCK, STUMPS, ROOTS, OR OTHER DELETERIOUS MATERIAL AND SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD INDEX 505. THE BACKFILL SHALL BE SHAPED AND ADRESSED TO CONFORM TO THE CROSS SECTIONS AND GRADES INDICATED ON THESE CONSTRUCTION DOCUMENTS WITHIN THE TOLERANCES STATED IN THE FDOT STANDARD SPECIFICATIONS. 4. PIPE BEDDING MATERIAL IN TRENCHES SHALL CONSIST OF CLEAN OR SLIGHTLY SILTY FINE SAND (A -3) WITH LESS THAN 10 PERCENT PASSING THE US STANDARD NO 200 SIEVE. THE MATERIAL SHALL BE FREE OF STONES, GRAVEL, ORGANICS, VEGETATION AND OTHER DELETERIOUS MATERIAL, PLACED IN UNIFORM LIFTS NOT EXCEEDING SIX (6) INCHES THICK AND COMPACTED TO AT LEAST 95 PERCENT OF ITS MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). TRENCH BACK FILL MATERIAL SHALL CONSIST OF CLEAN, SLIGHTLY SILTY OR SILTY FINE SAND (A -3, A -2 -4) WITH LESS THAN 35 PERCENT PASSING THE U.S. STANDARD NO. 200 SIEVE. ALL BACKFILL SHALL CONTAIN NO MORE THAN FIVE PERCENT ORGANICS AS DETERMINED BY ASTMD -2974. 5. PIPE BEDDING MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN SIX (6) INCH ES THICK LAYERS UP TO A LEVEL OF AT LEAST ONE (1) FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, PIPE BEDDING MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). 6. BACKFILL MATERIAL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATER MAINS) INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, SECTION 125 -8, LATEST EDITION. 7. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE AND /OR FEDERALLY PROTECTED PLANT AND /OR ANIMAL SPECIES OR THOSE LISTED AS THREATENED, ENDENGERED OR OF SPECIAL CONCERN IS DISCOVERED OR OBSERVED, WORK SHALL COME TO AN IMMEDIATE STOP AND THE DEVELOPER, OWNER, OR AGENT THEREOF SHALL NOTIFY THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION (FFWCC), THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND CITY / COUNTY AUTHORITIES WITHIN 24 HOURS OF THE PLANT AND /OR ANIMAL SPECIES FOUND ON THE SITE. OPERATION AND MAINTENANCE OF STORMWATER SYSTEM AFTER COMPLETION OF THE PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. OPERATION AND MAINTENANCE OF THE STORMWATER SYTEM INCLUDES: 1. THE DETENTION AREA, UNDER NO CIRCUMSTANCES, SHALL BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. THE OWNER OR AGENT SHALL MAKE SURE, TO THE BEST OF HIS ABILITY, THAT NOTHING ENTERS THE SYSTEM AND COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE DETENTION AREA, (I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC.). 2. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY 3. SWALES SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. CONTROL STRUCTURES SHALL BE CHECKED MONTHLY FOR DAMAGE OR BLOCKAGE. ANYDAMAGED SKIMER(S) SHALL BE REPLACED OR REPAIRED. ANY DEBRIS BLOCKING FULL FLOW THROUGH THE WEIR(S) AND /OR ORIFFICE(S) SHALL BE REMOVED. 5. INLET GRATE(S) SHALL BE CHECKED MONTHLY FOR DAMAGE OR BLOCKAGE. ANY DAMAGED GRATE(S) SHALL BE REPLACED OR REPAIRED. ANY DEBRIS BLOCKING FULL FLOW THROUGH THE GRATE(S) SHALL BE REMOVED. 6. PIPE(S) AND INLET(S) SHALL BE INSPECTED TWICE A YEARLY FOR DAMAGE OR BLOCKAGE. ANY DAMAGED PIPE(S) OR INLET(S) SHALL BE REPAIRED OR REPLACED. ANY TRASH, DEBRIS OR SAND DEPOSITS SHALL BE REMOVED. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. 7. ALL POND SIDE SLOPES AND MAINTENANCE BERMS WILL BE PERIODICALLY MOWED AND CLEANED. DURING THE MOWING OPERATION THE PONDS SHALL BE INSPECTED FOR BARE SPOTS AND EROSION DAMAGE. ANY BARE SPOTS GREATER THAN ONE SQUARE FOOT IN AREA WILL BE SEEDED OR SODDED TO REPLACE THE GRASS COVER. IN CASE OF EROSION OR DAMAGE WHERE UNDERLYING SOIL IS MISSING THE MISSING SOIL WILL BE REPLACED AND THE AREA BROUGHT BACK TO GRADE WITH SEEDING OR SODDING AS REQUIRED. THE BOTTOM AND SIDE SLOPES OF THE POND SHALL BE INSPECTED REGULARLY TO ASSURE THAT EXCESS SILTATION OR EROSION HAS NOT OCCURRED. SILTATION AND EROSION IN THE POND SHALL BE CONTROLLED TO ASSURE THAT THE STORAGE VOLUME IS NOT AFFECTED. 8. IN THE EVENT THAT STORMWATER STAND IN THE POND MORE THAN 48 HOURS, RAKING AND /OR SCARIFICATION OF THE POND BOTTOM / SIDE SLOPES SHALL BE REQUIRED AS DEEMED NECESSARY TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. 9. CATTAILS, BULRUSHES, AND OTHER NUISANCE VEGETATION WILL BE CUT BACK FROM INLET OR OUTFALL STRUCTURES, TO THE EXTENT NEEDED TO MAINTAIN DESIGN DISCHARGES. IN ADDITION, THE AREA IMMEDIATELY IN FRONT OF THE CONTROL STRUCTURE SHOULD BE CLEARED OF AQUATIC GROWTH AND DEBRIS. 10. GRASS CLIPPING AND OTHER VEGETATIVE DEBRIS SHALL BE REMOVED FROM THE AREA SURROUNDING THE POND AND LIMIT FERTILIZER USE AROUND THE POND AREA TO PREVENT NUTRIENT LOADING OF THE FACILITY. WASTEWATER COLLECTION 1. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. 2. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 3. POINTS OF CONNECTION FOR THE SANITARY SEWER LINES SHALL BE COORDINATED WITH THE BUILDING PLUMBING PLANS. SANITARY SERVICE CONNECTION LOCATIONS SHOWN ON THESE CONSTRUCTION DOCUMENTS ARE APPROXIMATE. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY ENGINEER AND THE APPLICABLE AGENCIES AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 5. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, AND PREFERABLY 12 INCHES, BETWEEN THE INVERT OF THE WATER MAIN AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR WATER OR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 6. A MINIMUM 6 -FOOT, AND PREFERABLY 10 -FOOT, HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 6 -FOOT HORIZONTAL SEPARATION THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (DIP IS NOT REQUIRED FOR WATER IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 7. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS. =_14�y1O1lL\:YJ61: Ti9:I:ZKOIT1:lz�B�9:I_1ng 3 :Mg: L1 gy[ H: L •lg:lo]Yi7:7- 1-"%I:I1i1:&- -PZijIdvLy gxiL1b71z[o 9. ALL SANITARY SEWER MAINS AND SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE (PVC) PIPE S.D.R. 26, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS. ALL SANITARY SEWER PIPES SHALL BE GREEN COLOR. 10. POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS D -3034 FOR S.D.R. 26. INSTALLATION SHALL BE IN STRICT ACCORDANCE TO ASTM D2321 SPECIFICATIONS AND CONFORM TO CITY / COUNTY CONTRACT SPECIFICATIONS AND STANDARDS. 11. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE TO ANSI A 21.50 (AWWA C 150) AND ANSI A 21.51 (AWWA C 151). 12. ALL ON SITE DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. DUCTILE IRON PIPE AND FITTINGS FOR GRAVITY SEWER SHALL CONFORM TO CITY / COUNTY CONTRACT SPECIFICATIONS AND STANDARDS. 13. AT LEAST 3 WEEKS PRIOR TO CONNECTION TO THE EXISTING SANITARY FORCE MAIN, CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE APPLICABLE AGENCIES, DEPARTMENT OF SANITARY SEWERS FIELD ENGINEERING OFFICE AND SUPPLY THEM WITH CONNECTION DETAIL, THE CONTRACTOR'S NAME, STARTING DATE PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE PUBLIC WORKS / FIELD ENGINEERING OFFICE SHOULD ALSO BE CONTACTED 5 DAYS PRIOR TO CONSTRUCTION TO ENSURE AVAILABILITY OF INSPECTION PERSONNEL. ANY WORK PERFORMED PRIOR TO NOTIFYING FIELD ENGINEERING OR WITHOUT A DEPARTMENT INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT. THE CONTRACTOR SHALL PERFORM AN INFILTRATION / EXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE TO APPLICABLE AGENCIES REGULATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE APPLICABLE AGENCIES' DEPARTMENT OF SANITARY SEWERS FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION TO ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 14. ONE OR MORE OF THE FOLLOWING CERTIFICATES / SHOP DRAWINGS DEPENDING ON THE TYPE OF CONNECTION WILL BE REQUIRED. THIS SHOULD BE REVIEWED WITH THE DESIGN DIVISION PRIOR TO APPROVAL FOR CONSTRUCTION AND SUBMITTED IN ACCORDANCE WITH THE ABOVE NOTE 13. (1) DIP /PVC CERTIFICATE OF MANUFACTURE. 2 JACKING PIT DETAIL. 3 MANHOLE SHOP DRAWINGS AND STRENGTH REPORT. (4) CRUSHED STONE SUBMITTAL. 5 FRAME AND COVER SHOP DRAWINGS. (6) VALVE SHOP DRAWING. (7) FLEXIBLE COUPLING SHOP DRAWINGS. (8) MANHOLE DROP (9) CASING PIPE CERTIFICATE. (10) CONNECTION DETAIL. 15. THE CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE FOLLOWING HAS BEEN COMPLETED: (1) FINAL INSPECTION IN CONJUNCTION WITH DEPARTMENT PERSONNEL COMPLETED. (2) AS- BUILTS HAVE BEEN SUBMITTED AND ACCEPTED. (3) ALL NECESSARY TESTING COMPLETED AND CERTIFIED. (4) PAYMENT OF ALL CAPACITY FEES. 16. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE AN INFILTRATION OR EXFILTRATION TEST, A TELEVISION INSPECTION, AND A MANDREL (GO, NO GO) TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE ENGINEER'S REQUIREMENTS AND THE REGULATORY AGENCY HAVING JURISDICTION OVER THE PROJECT. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 17. ALL SANITARY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 5 DAYS IN ADVANCE TO SCHEDULE INSPECTIONS. 18. ALL PVC SANITARY FORCE MAIN SHALL BE CONSTRUCTED BY AWWA C900, DR18, GREEN PVC PIPE WITH A MAGNETIC TAPE A MINIMUM OF 4" WIDE PLACE 18 INCH BELOW THE PROPOSED GRADE. ALL WORK WITHIN PUBLIC RIGHT -OF -WAYS SHALL CONFORM WITH FDOT STANDARDS. THE LOCAL FDOT DISTRICT'S ENGINEER SHALL BE NOTIFIED 5 DAYS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. 19. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE A MANHOLE INSPECTION AND TEST FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. ALL SANITARY SEWER MANHOLES TO BE CONSTRUCTED IN UNPAVED AREAS SHALL HAVE WATER TIGHT RING AND COVER. 20. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE VARIOUS UTILITY AGENCIES AND OBTAINING ALL INFORMATION AVAILABLE TO SHOW UTILITIES ADJACENT TO THE PROPOSED FORCE MAIN. 21. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE PROECT. 22. THE SANITARY SEWER COLLECTION SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL APPROVAL FOR CONNECTION IS OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S ENGINEER SANITARY SEWER SYSTEM AS -BUILT INFORMATION AT LEAST SIX (6) WEEKS PRIOR TO ANTICIPATED DATE OF CERTIFICATE OF COMPLETION APPLICATION. FAILURE TO OBTAIN EPC APPROVAL PRIOR TO PLACING THE SYSTEM IN OPERATION MAY RESULT IN SUBSTANTIAL FINES. POTABLE WATER DISTRIBUTION 1. ALL UTILITY WORK AND APPURTENANCES WITHIN THE PROPERTY BOUNDARY (I.E. FIRE HYDRANT ASSEMBLIES, MANHOLES, FIRE DEPARTMENT CONNECTIONS, ETC) ARE TO CONFORM WITH APPLICABLE AGENCIES STANDARDS SPECIFICATIONS AND DETAILS. 2. ALL WATER MAINS SHALL HAVE A MINIMUM 36" COVER 3. WATER PIPES SHALL BE AS FOLLOWS: 3.1 PIPE SIZES LESS THAN 4 INCHES THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.1.1 POLYVINYL CHLORIDE (PVC) PER ASTM D1785, CLASS 1120 OR 1220, SCHEDULE 40, CONTINUALLY MARKED WITH MANUFACTURE'S NAME, PIPE SIZE, ASTM D4216 CELL CLASSIFICATION, COLORED BLUE AND ASTM D1784 MATERIAL CLASSIFICATION. A. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D2672. B. CEMENT PRIMER: ASTM F656. C. SOLVENT CEMENT: ASTM D2564. 3.2 PIPE SIZES 4 INCHES TO 5 INCHES THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.2.1 POLYVINYL CHLORIDE (PVC) MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C -900 (NSF APPROVED), PRESSURE CLASS 150, DR 18, CONTINUALLY MARKED WITH MANUFACTURE'S NAME, PIPE SIZE, ASTM D4216 CELL CLASSIFICATION, SDR RATING, COLORED BLUE AND ASTM D1784 MATERIAL CLASSIFICATION. A. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. B. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D2672. 3.2.2 DUCTILE IRON PIPE PER AWW C110 THICKNESS CLASS 50. A. FITTINGS: EITHER MECHANICAL JOINT OR PUSH -ON JOINT, AWWA C110 OR AWWA C111. B. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. 3.3 PIPE SIZES 6 INCHES AND LARGER THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.3.1 POLYVINYL CHLORIDE (PVC) MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C -900 NSF APPROVED PRESSURE CLASS 200 DR 14 CONTINUALLY MARKED WITH MANUFACTURE'S NAME, PIPE SIZE, ASTM D4216 CELL CLASSIFICATION, SDR RATING, COLORED BLUE AND ASTM D1784 MATERIAL CLASSIFICATION. A. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. B. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D2672. 3.3.2 DUCTILE IRON PIPE PER AWW C110, THICKNESS CLASS 50. A. FITTINGS: EITHER MECHANICAL JOINT OR PUSH -ON JOINT, AWWA C110 OR AWWA C111. B. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. 4. ALL FIRE WATER PVC PIPE TO BE PRESSURE CLASS 200, DR 14. 5. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A 21.4 (AWWA C 104 -71). IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, PIPE WILL BE INSTALLED IN A LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATION A21.5. 6. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 7. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C -110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C -111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C -104. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. CONTRACTOR SHALL FURNISH AND INSTALL 4" METAL DETECTABLE IDENTIFICATION TAPE ALONG THE FULL LENGTH OF THE PVC PIPE TRENCH 18 INCHES BELOW THE FINISHED GRADE. 10. CONTRACTOR SHALL INSTALL A CONTINUOUS RUN OF 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 SHALL BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER AND SECURED TO ALL VALVES, TEES AND ELBOWS. 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE CITY / COUNTY UTILITY DEPARTMENT AND FIRE MARSHALL. 12. A SHOCK PAD IS TO BE INSTALLED OVER THE WATER MAIN WHENEVER THE DEPTH OF COVER IS LESS THAN THE MINIMUM 36 ". 13. BENDS SHALL BE INSTALLED ON WATER MAIN, AS NECESSARY, TO MAINTAIN PROPER ALIGNMENT. PIPE DEFLECTION SHALL BE IN ACCORDANCE WITH AWWA C -600, LATEST EDITION. 14. RESTRAINT OF HORIZONTAL PVC PIPE FITTINGS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RESTRAINT TABLES SHOWN HEREON IN THESE PLANS. 15. PVC RESTRAINT FITTINGS SHALL BE EQUAL OR BETTER THAN UNIFLANGE 1350 -C SERIES EBAA IRON, INC. 1500 SERIES, OR JCM INDUSTRIES MODEL 620. ALL RESTRAINT FITTINGS SHALL HAVE A BITUMINOUS COATING. 16. SERVICE SADDLES SHALL BE USED FOR TAPPING ALL PVC WATER MAINS. SADDLES SHALL BE EQUAL TO OR BETTER THAN FORD FC202 OR JCM 406. ALL TAPS SHALL BE PERFORMED USING SHELL CUTTERS. 17. 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. 18. LATEST CONSTRUCTION, MATERIALS, AND WORKMANSHIP TO CONFORM WITH THE LATEST APPLICABLE AGENCIES SPECIFICATIONS. 19. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFF ASSEMBLIES AT THE TERMINATION OF THE WATER AND FIRE SERVICE LINES FOR TESTING PURPOSES. 20. CONTRACTOR TO VERIFY THE LOCATIONS AND ELEVATIONS OF ALL UTILITY CONNECTIONS PRIOR TO ORDERING MATERIALS OR CASTING STRUCTURES. VARIATIONS AFFECTING THE DESIGN OF THE SYSTEM SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. 21. FOLLOWING THE COMPLETION OF CONSTRUCTION AND REQUIRED TESTING, THE CONTRACTOR SHALL REMOVE THE TEMPORARY BLOW -OFF ASSEMBLIES AND REPLACE WITH PERMANENT BLOW -OFFS IN ACCORDANCE WITH APPLICABLE AGENCIES DETAILS. 22. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 23. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS AT THE END OF WATER LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 24. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE OWNER'S ENGINEER AND APPLICABLE AGENCIES. PRESSURE TESTS TO BE IN ACCORDANCE WITH APPLICABLE AGENCIES SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND APPLICABLE AGENCIES INSPECTORS 72 HOURS IN ADVANCE OF PERFORMING TESTS. 25. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING PURSUANT TO AGENCY REQUIREMENTS AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM (IE: TWO DAYS OF PASSING TESTS AT EACH SAMPLING LOCATION). COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER WITHIN 3 DAYS AFTER TESTING. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 4th HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 © COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. m 58626 BRAULIO GRAJALES C FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED 212 BY THE PROFESSIONAL ENGINEER U) z O U) w U I m O 0 O 0 (n Z w ~ O 6 I- v C? ui 0. M LuLu M Lu m m < W O i- Z m m O o � Q o m 2 Q w 0 w � Q o z W 0� W co w =)Q O0 z Y O n. w O < U IY N 0. 7 L � _j _ Q W O53: Of Z 0 CD ry- Q W z U) O _ U U Q AN Moo Z z 00 r` - IY Q� `' �- -'T 't L J w ce) cl) Z w z M - O co v N �� Z (D o W Z z J w c Q o U F c - z Q W 4 4 0 � co 0 W MEN ;E U I 0 Z W W lu Z Z W 04 J 00 N > a) U U) t a) 0) ~ Z 0 i:L �M Z CL� Q :17 U I° 0- . 3: cli 0 CD a � I_ J I m O O 0 (n Z w ~ O I- ui 0. MW W < W cn Z O I..L M W Z) 2 Q >- �� VJ v V! � Q O7 ti 0 W 0� W co W �-- =)Q O0 Z =' 0 m >_ a O -' J J Q im p0� L.L N 0. 7 L � _j _ Q W O53: Z 0 CD ry- Q W z L o` TUj _ U O V a N Moo Z z 00 r` - IY Q� `' �- -'T 't L J w ce) cl) Z w z M - O co v N �� Z (D o W Z z J w c Q o U F c - z Q W 4 4 0 � co 0 W MEN ;E U I 0 Z W W lu Z Z W 04 J 00 N > a) U U) t a) 0) ~ Z 0 i:L �M Z CL� Q :17 U I° 0- . 3: cli 0 CD a � I_ J GULF TO BAY BOULEVARD ( CURB INLET EAST -WEST CL OF SECTION 17 -29 -16 (ASPHALT) 110' PUBLIC R/W (ASPHALT) D SANITARY SEWER MANHOLE TOP EL.= 2� Q0' N. RIM EL.= 27.98' THROAT EL.= 29.12' L Z E. & W. INV. EL.= 23.70 (PER CURB INLET N. INV. EL.= 24.30' (28" RC ) r 2003 CITY OF CLEARWATER ATLAS; SANITARY SEWER MANHOLE a 0 STORM SEWER MANHOLE TOP EL.= 28.92' W. INV. EL.= 24.28' (2s" RC 0 a ADJUSTED TO N.A.V.D. 1988) N. RIM EL.= 29.83' N. RIM EL.= 28.84' THROAT EL.= 28.14' E. INV. EL.= 24.65' (4" F�) tr (UNABLE TO ACCESS MANHOLE N. INV. EL.= 24.62' (18" RCP) BOTTOM EL.= 24.35' O E. & W. INV. EL.= 25.21 (PER U :DD TO OBTAIN PIPE DATA) 2003 CITY OF CLEARWATER ATLAS; Z to E. INV. EL.= 25.17' (4" PVC) ADJUSTED TO N.A.V.D. 1988) 2871 GULF TO BAY BOULEVARD W BOTTOM EL.= 24.97' (UNABLE TO ACCESS MANHOLE S D �� TO OBTAIN PIPE DATA) SECTION 17 TOWNSHIP 29 SOUTH RANGE 16 EAST ?B ?BB9. ?`fl`T2. 2 ?96`T `�� di3` o ry ry ^'' N / / tie °� rn�P.O.B. ter° N.dIDY. OF LOTS 14, 10X° 16, �`�� `� �c� ?��ro ��ro ��o ~4 ~r S Z X N W FCM 4 "x4" CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA 0 20 40 60 0 ^� UNKNOWN D D N.E. COR. OF LOT 1 (A 6� -�� P�FQT BOOK 11, PAGE 6' S�W y ?9 tia' °o �o 4 O�r�0�1�� so N T _V �o. �o• s 4 "PVC PIPE W ��.9A �° 2881 GULF TO BAY GRAPHIC SCALE W FIR 1/2" 0.60'S., 1.37'W. 1 inch = 20 feet Lu FND N &D '�s SET 50'R 50 R '�'�W 250.11'R o S -1 rc. -T L82610 r c z �'�sO� ovoti L 345 (P�.M.) gg° (p°3 TAI 250.08'M 2.�u° 6°�� c � �c O oph t SSp? FI 5/8" LB3906 o� TQ> 6? "l °'p0' o j ° ,p� �� °1V Vl 0. S, 1.40'W m �& X` 28.,'2 91,111 °'I ' °' � � m 2g63 ?FL 1G -�01° ON -SITE T.B.M. Zc3oo� °yti ° 28.83 X SET NAIL & TIN �c 3 ELEV.= 30.29' o�� F� 28.84 TES CLEAN OUT GREASE TRAP a z 2g33'TC p? �6 TOP EL.= 30.79' N. RIM EL.= 30.01' 28.81:F1O,,�G \ N.A.V.D. 1988 rC!S °'y9 ?.00 1 INV. EL.= 25.17' (4" PVC) N. INV. EL.= 27.79' (4" PVC) Lo1�0. / �ooS, Oyu BOTTOM EL.= 23.26' U X�a X N p r� ToPAEL0UT3o.os' GREASE TRAP o x \ Xp (ASPHALT) n�0� I� gy ^� y (INACCESSIBLE) N. RIM EL.= 30.06' C2 M M 0 C7 U s`s w X w gyp. X00 '1°+1 �Oh S. INV. EL.= 27.73' (4" PVC) co W W m m Il�� goo X x x S_3 BOTTOM EL.= 23.32' LEGAL DESCRIPTION z o U01 CLEAN OUT F- C1 m TOP EL.= 29.98' S 6 SURVEY ABBREVIATIONS LOTS 1, 2, 3, 14, 15 AND 16, BAY HEIGHTS, ACCORDING TO THE v o W 0O °w j S INV. EL.= 27.56' (4" PVC) CLEAN OUT W Z U 30 " /26'RA Fri x X X ToP EL.= 29.99' MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 115, w c? - �•S�- 30.66: TC:30.68 ?9 >° �0�° NV. EL.= 27.77' (4" PVC) FPP = FOUND PINCHED PIPE PROP = PROPERTY OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Of (�/D w � _ CL ?O S -2 30.15:F FL: 30.24 j o A/C = AIR CONDITIONER FRM = FRAME PSM = PROFESSIONAL SURVEYOR & MAPPER 0 U AF = ALUMINUM FENCE FZL = FLOOD ZONE LINE PT = POINT OF TANGENCY X14 " /8'R ALUM = ALUMINUM GAR = GARAGE PVM'T= PAVEMENT TOGETHER WITH ALL THAT PORTION OF A CERTAIN 20 FOOT ALLEY p� � Xry \ / A ASPH = ASPHALT G/E = GLASS ENCLOSURE RAD = RADIUS LYING NORTH OF LOTS 1, 2 AND 3 AND SOUTH OF LOTS 14, 15 AND 00 \ 70 T 13" DEAD BFE = BASE FLOOD ELEVATION HCPR = HILLSBOROUGH COUNTY PUBLIC RECORDS R = RECORD C/7 ° w 068' °�' /�os�sT° �p�S°�6 s `.109, �,p°y �oo� BLDG BLOCKING NVL= = HIGH INVERTWATERLINE RES= RESIDENCE 16, ALL IN BAY HEIGHTS, BEING A REPEAT OF LOTS 8 AND 9 OF LO � ^ ° o WALL SO] 2 ��. >S �c Fes' �` p L07 BM BENCHMARK LB= LAND SURVEYING BUSINESS RL= RADIAL LINE WILLIAM BROWN'S BAYVIEW SUBDIVISION, ACCORDING TO THE MAP OR 9� CD ?2B6S rC S 30 J ?yoe6T So SO BRGY= BEARNGARY LHSM LOWEST HORIZONTAL SUPPORTNG MEMBER RND =ROUND ED LAND SURVEYOR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 115, OF THE N PARCEL ID: 17- 29 -16- 92747 - 000 -0010 rn O ?9•'fj / 68.18' >1 °'SA ° '? .`So BWF= BARBED WIREFENCE LS =LAND SURVEYOR RNG =RANGE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; AS VACATED BY L0 � �> n 00 >' .68' WAL11 Y� X X OWNER: GOODK DS VILLAGE INC. C = CALCULATED M = MEASURED RRS = RAIL ROAD SPIKE o 060 o° CONC. , °,ti �9 LEGEND CB CHORD BEARING MAS= MASONRY R/W= RIGHT -OF -WAY RESOLUTION NO. 64 -164 RECORDED IN OFFICIAL RECORDS BOOK O o U NOTE: 0.72'x0.85' ad Q ,o• �Q• �,o s HAND 1 °'o DECORATIVE COLUMNS U ��' �' S CBS = CONCRETE BLOCK STRUCTURE MES = MITERED END BECTON SCM =SET CONCRETE MONUMENT 2035, PAGE 489, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, X,VO• RAIL 10 45' .60' NOT SHOWN / \ ZONED: C CHO = CHORD MH = MANHOLE S/E = SCREENED ENCLOSURE 2.63 TIE 65.76' ❑A - AIR CONDITIONER CL = CENTERLINE MHWL = MEAN HIGH WATER LINE SEC = SECTION FLORIDA. a,° CLF = CHAIN UNK FENCE MSL = MEAN SEA LEVEL SET N&D = SET NAIL AND DISK RLS# 2512 A �- o - BACKFLOW PREVENTER CLOS = CLOSURE N &B = NAIL AND BOTTLE CAP SIR = SET 1/2" IRON ROD RLS# 2512 LU �.0 - so / 12"/1 °' BB - BASKETBALL HOOP COL = COLUMN N &D = NAIL AND DISK SQ = SQUARE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I- tip LOT 16 LOT 15 9 °, LOT/ 14 CONIC = CONCRETE N &T = NAIL AND TAB SRF = SPUT RAIL FENCE I� o - BOLLARD CR = COUNTY ROAD NGVD = NATIONAL GEODETIC VERTICAL DATUM SR = STATE ROAD (n ap ��0?> C /S= CONCRETE SLAB NO= NUMBER STY STORY BEGINNING AT THE NORTHWEST CORNER OF LOT 16, BAY HEIGHTS, p° ti0 / 'SS.''TC So w \ ONE STORY C.B.S. EM - ELECTRIC METER COR = CORNER O/A = OVERALL SUB = SUBDIVISION s? x Aix ka.00 - ELEVATION COV= COVERED AREA OHW = OVERHEAD WIRE(S) S/W= SIDEWALK ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT 30.08 ?9 O O D �M D = DEED OR = OFFICIAL RECORDS TO = "T' BAR 30'R (j / ✓g Oh �� O �L� u DOT = DEPARTMENT OFTRANSPORTADON 0 /S= OFFSET TBM= TEMPORARY BENCH MARK BOOK 11, PAGE 115, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, D �' -FIRE HYDRANT o a. ONE STORY C.B.S. z DRNG= DRAINAGE P =PLAT TC =TOP OF CURB FLORIDA; THENCE EASTERLY, ALONG THE NORTHERLY BOUNDARIES 0� z>> TC „ Qj ?9 \ D D O D o ■ - GRATE INLET D W = DRIVEWAY PB = PLAT BOOK TOB = TOP OF BANK '' 1 9' / Q0 pogo M Paso so a 3� EL OR ELEV = ELEVATION PC = POINT OF CURVE TOS = TOE OF SLOPE OF LOTS 14, 15 AND 16, OF SAID BAY HEIGHTS, A DISTANCE OF 150 x "VILLAGE INN RESTAURANT 60 ,.,�� 9 ®- GREASE TRAP / 2871 GULF TO BAY BOULEVARD N 3 °'� �� `�' J EOP = EDGE OF PAVEMENT PCP = POINT OF COMPOUND CURVE TRANS = TRANSFORMER FEET TO THE NORTHEAST CORNER OF SAID LOT 14, BAY HEIGHTS; Uj ° 0 EOW =EDGE OF WATER PCP = PERMANENT CONTROL POINT TWP = TOWNSHIP N o E�. o"� v° (ASPHALT) A -LIGHT POLE o, ESM'T = EASEMENT PG =PAGE TYP= TYPICAL THENCE SOUTHERLY, ALONG THE EASTERLY BOUNDARIES OF LOTS 3 I� U CLEARWATER, FLORIDA �° R" I 20 "/28'R • - POWER POLE FCM = FOUND CONCRETE MONUMENT PK = PARKER KALON UG = UNDERGROUND / z LOWEST FLOOR ELEV. = 30.66' °�° so, / OO -SEWER CLEAN OUT FES = FLARED END SECTION PL = PROPERTY LINE UTIL = UTIUTY AND 14, OF SAID BAY HEIGHTS, A DISTANCE OF 371.46 FEET TO THE O 9 S -3 so FIP = FOUND IRON PIPE POB = POINT OF BEGINNING WD = WOOD SOUTHEAST CORNER OF SAID LOT 3, BAY HEIGHTS; THENCE U 9g9/ ?y �O• A E - SIGN FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT WF = WOOD FENCE I �c 9. L >,Fro �° \ FL= FLOW UNE POL =POINT ON LINE WIF= WROUGHT IRON FENCE WESTERLY, ALONG THE SOUTHERLY BOUNDARIES OF LOTS 1, 2 AND ry LO OD - STORM SEWER MANHOLE FW = FIELD PP = POWER POLE WIT = WITNESS 13 �� ,o`o -4 / X? l >X \ FND =FOUND PRC =POINT OF REVERSE CURVATURE WRF =WIRE FENCE 3, OF SAID BAY HEIGHTS, A DISTANCE OF 150 FEET TO THE 12, I 21 '/19'R ®- TELEPHONE PEDESTAL ^ I 9 ?6 �p�� FOP OPEN PIPE PRM= PERMANENT REFERENCE MONUMENT WV VALVE SOUTHWEST CORNER OF SAID LOT 1, BAY HEIGHTS; THENCE vJ N D -WATER SPIGOT FPC = FLORIDA POWER CORP. A_ I� 307 NORTHERLY, ALONG THE WESTERLY BOUNDARIES OF LOTS 1 AND 16, .01 5� I ?9oA ® - WATER VALVE # *. ABBREVIATIONS MAY ALSO BE CONCATENATED AS REQUIRED. OF SAID BAY HEIGHTS, A DISTANCE OF 372.05 FEET TO THE POINT U soR I OO - WELL #* OTHER COMMONLY RECOGNIZED AND /OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. OF BEGINNING. 1s " /3s'R � I � -GUY WIRE \ \ 4° 11 32.05' � S 6 I ti9E� o '099 - TOP OF BANK GENERAL NOTES CONTAINING 55,751 SQUARE FEET OR 1.28 ACRES, MORE OR LESS. E o `TIE 65.93' ? ?y`99� �° ti � - OVERHEAD WIRES � z 41.20' r ?9, ��.'ro '> `BOSS , °� P - U.G. POWER LINE 60'R EM CONC. °Sr 0 s�'�\ eX X T - U.G. TELEPHONE LINE 1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIENT'S FLOOD ZONE DESIGNATED AGENT. X� / s °v 'Ns r� o r� .�` y 1 �% REFUSE V - U.G. VERIZON LINE 2. UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED ' 2 °s `�0>> ��OS y0 �°° tips ( w - U.G. WATER LINE EXCEPT AS SHOWN HEREON. THE ABOVE DESCRIBED PROPERTY IS LOCATED IN ZONE X, IN ��. so s o ' 9 �,o do � j AREA �`� v ti1�a [0113" /14'R I ?s °6 `O z I P - 0.50' UPRIGHT CURB 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE ACCORDANCE WITH THE FIRM MAP OF THE CITY OF CLEARWATER, (ASPHALT) / vo UO pti °� o °�` I NOT BEEN LOCATED EXCEPT AS SHOWN HEREON. / cVo.pyp �QS ti' I 27 "/30'R I PINELLAS COUNTY, COMMUNITY NUMBER 125096 (MAP NUMBER 0 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT, - 2.0' VALLEY CURB -0129-G), MAP DATED SEPTEMBER 3, 2003. COMMITMENT ORDER NO. 4614862, DATED OCTOBER 28, 2013. 1 2103C 5 °y� 50'R XX FL; 2995\ 50'R � REFUSE ti`�0y DQ "o -OAK 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. �t «� 00 "A - PALM 6. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATION FROM ITS ORIGINAL PLACEMENT BY PERSONS O ? ? ?9> 1 �2 ?9 >9 ?9A �� arc° `,C ?9 \ �X �o yp AREA / �� 00,❑ OTHER THAN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY V J Q F - PINE ti ?S I ;�?, 96�? ti °' h' 1 9 >s ° 50• �^� ?y 1g ?y 9] o �. L� P THE POSITION OF THE MONUMENTATION BE VERIFIED. CERTIFICATION � co 9? ti ' '9 ti tia��,ti �SCns 7. UNAUTHORIZED COPIES AND /OR REPRODUCTIONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF W X O w I 20 ALL ti 0 ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYOR'S WRITTEN CONSENT. TO McDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY; J co L� = N 20 "/23'R (ASPHALT) �ti (VACATED) oy� ?9�� N O O �oeo 8. MEASURED BEARINGS ARE IN REFERENCE TO FLORIDA STATE PLANE COORDINATE GRID NORTH, WEST ZONE, NORTH McDONALD'S RESTAURANTS OF FLORIDA, INC., A FLORIDA 0 Q O >_ / tio' ti - A _j w I AMERICAN DATUM OF 1983 (1990 READJUSTMENT), AS ESTABLISHED BY THE NATIONAL GEODETIC SURVEY. Q X X / 19 "/25'R LL = Y 9. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE CORPORATION; McDONALD'S CORPORATION, A DELAWARE �/'\ 0 Cm A e O >- O a Vi MEASURED PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWISE STATED. CORPORATION; AND CHICAGO TITLE INSURANCE COMPANY: Q m O z ?9 �c� tia° ? ?96 Q o / y 10. FLOOD ZONE DESIGNATION AND/OR FLOOD ZONE LINES IF ANY SHOWN HEREON HAVE BEEN SCALED FROM THE m a�� / 50 R gyp' �1 50 R ? °. 50 R 9 2. m m / ( ) 8R �°ti�oo opo 9�svro 'sir° o X REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER. THIS IS TO CERTIFY THAT THIS MAP OR PLAT HAS BEEN COMPILED Q J / / ti F` ? X X 11. THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. m LL X o FROM A SURVEY ACTUALLY MADE ON THE GROUND UNDER MY I rc ?e a� 12. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN 15 " /18'R �2 ?9d 9� HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SUPERVISION; THAT IT IS CORRECT AND COMPLIES WITH THE 0 X o1y `� ?9 >e 9sa° < LOU 13. A DIG TICKET WAS SUBMITTED WITH SUNSHINE STATE ONE CALL OF FLORIDA ON REQUIREMENTS PROVIDED BY McDONALD'S CORPORATION; THAT IT Q LLJ y1 'F� \ tiryoti ?9 ?9 ZONING and SETBACK NOTES NOVEMBER 14, 2013, TICKET I.D. NUMBER 318302147. THE UNDERGROUND MEETS MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS IN THE Z A I PARCEL ID: 17- 29- 16- 92747 - 000 -0020 UTILITIES SHOWN HEREON, BASED ON ANY SUBSEQUENT FIELD MARKINGS OR Q IL tio' ti STATE OF FLORIDA CHAPTER 5J -17 FLORIDA ADMINISTRATIVE CODE, Q DELINEATIONS PERFORMED BY THE AFFECTED UTILITY PROVIDERS, WERE LOCATED O J 9 x i9 "/18R OWNER: TELLURIDE INVESTMENTS, INC. BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN HEREON. ONLY THE PURSUANT TO SECTION 472.027, FLORIDA STATUTES; AND THAT /\ ? � ti 1.) ZONED: C (COMMERCIAL) Z � LAS 14 " /18'R ?y 9X1. Yak ZONED: C /HDR UNDERGROUND UTILITIES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE p Ur 1 g• r ?� X SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND ANY a'y ?�ss� �° SA BUILDING SETBACKS: MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL 0 Q UNDERGROUND UTILITIES NOT FIELD MARKED OR DELINEATED ON THE GROUND ARE � ?s �o�ti °o why ?9 a� \ X X BB� U NOT SHOWN HEREON. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY REQUIREMENTS FOR ALTA /AGSM LAND TITLE SURVEYS, JOINTLY z O v V W X� ?�9 ?j'T� �o�ti��1 I w ^ O KIND WERE PERFORMED BY GEORGE A. SHIMP II & ASSOCIATES, INC. TO VERIFY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES w w J _Lj 1 c� FRONT: 25 FEET -� x� / \ t3 " /15'R °e�° V z c' SIDES: 10 FEET THE EXISTENCE OF ANY UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO ITEMS 1, 2, 3, 4, 6(B), 7(A), 8, 9, 11(A), 13, 14, 16, 17 AND 18 OF 0p � CV U �Q..ti �. � GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH U � 13 ° /8'R a r- Q REAR: 20 FEET TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON PARCEL ID: 17- 29 -16- 03006 - 000 -0200 x 10a w \ UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 18 " /20'R X �. N w m DECEMBER 13, 2013. OWNER: B V G ACQUISITION, INC. �� T 1 �� ?�'s LOT 2 ti °�p°� ? s LOT o m e 14. THE ZONING AND SETBACK INFORMATION SHOWN HEREON IS BASED ON INFORMATION AVAILABLE DURING THE M o ti °. co �� y �' ?9 0 0 1.) ZONED: HDR (HIGH DENSITY RESIDENTIAL) PREPARATION OF THIS SURVEY AND MAY BE SUBJECT TO FLEXIBLE DEVELOPMENT STANDARDS AND OTHER ch o I C� - tip' O \ �0. REQUIREMENTS AND GUIDELINES. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY M o z_ ZONED: C /HDR \ ON -SITE T.B ?a Se •r° ? v X PRIOR TO ANY DETERMINATIONS OR DESIGN. Z t' Sy �? e9 BUILDING SETBACKS: SET NAIL & TI X ? 15. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL ,:.y�� W yp ?s''s• ¢ x X DATUM OF 1988 (N.A.V.D. 1988) AS ESTABLISHED FROM N.G.S. CONTINUOUSLY --------- - - - - -- csJ m W .'r� ¢ PARCEL ID: 17- 29- 16- (�5'�6�60- 10 GEORGE A. SHIMP III W X ? REFUSE N A. 1 FRONT: 25 FEET OPERATING REFERENCE STATIONS (C.O.R.S.) "BROOKSVILLE CORS ARP ", M M z AREA C c. OWNER: ALLAN J. STOWELL'Rat� TRUST ay SIDES: 10 FEET "ZEPHYRHILLS CORS ARP" AND "MAC DILL AFB 6 CORS ARP" USING THE ONLINE DATE W u, p U \ ry 4 4Q I- 111 REAR: 15 FEET POSITIONING USER SERVICE (O.P.U.S.) ON DECEMBER 4, 2013 (TO CONVERT REGISTRATION NO. 6137 Z chi X 0 ?B ��.4 �� ZONED: C /HDR �5 4B3*1f9 - ti k / ti . ° �` A I ELEVATIONS TO N.G.V.D. 1929, ADD 0.86 FEET). Ur Cq 0 ILL z r Z8j2'rc X 28.341 33 '/35'R NOTE: THE ABOVE DATA WAS OBTAINED FROM o W TC:28.71 + rc, ? Z Z J I �2oBgSN ? FL: 28.35 �' ??�9 ?S�S9 ° ? THE CITY OF CLEARWATER PLANNING AND DEVELOPMENT w Q I ? 66 N N \ 24 "/28'R 4J ? Ao S�, Tc 0A B> O s N \\ F ti o.ss' WALL > DEPARTMENT (MYCLEAR WATER. COM). yo° ?R96r° 26" /28'111' I tiy�y / Z� E: C OMME IIAL l ? e F�j Z Iti 2 I- X ( ) ss yo / LAT BNDY. z x 4; _AL 15 "/10'R N SIT R SID N TI tia1y s ~ \ ' \ S' Of ,3" ,D'R (ASPHALT) / NOTES CORRESPONDING TO SCHEDULE B, SECTION II Q w 00 ktia °� �\ ?'9RX 24"/25'R \ CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT, w / \ Q co 1 10 " /6'R ?S COMMITMENT ORDER NUMBER 4614862, DATED OCTOBER 28, 2013 0 W I > ° ?6�5. 16 "/18'R ICI �V1� ? ?R >> 22 "/23'R W39'� rc \ 90' rc X s� c ?� ?AX ?>,d \ \ 0 ICI O V n O� 6.) ORDINANCE N0. 3889 -85, AS RECORDED IN O.R. BOOK 5979, I+I U aoA o� 7�3g6F �� ?zOA� r X L� PAGE 728, AFFECTS THE SITE (DOES NOT CONTAIN ANY PLOTTABLE X \ 1 ZC. Z, 31 Xti o? c ?B z ' x` ?> s� r ° a SURVEY MATTERS). ,�I W \ / � ti�0� B I �o D o 1J�9 �`:Jo �� W / X (ASPHAL) V16o L1o� �'° 3A37R Al2 " /5'R / X X / X� ?e PARCEL ID: 17- 29 -16- 12312 - 000 -0100 z ? >ss ?'s ?BTU ? �� 1 OWNER: ALLAN J. STOWELL FAMILY TRUST C� x �X Xti / ZONED: HDR LU 22 ?„6 9. �. TC: 28.20 / I 2131-.Ac FL 27.74 CV 21.33 Fl U (ASPHALT) ?S / a a 23'/25'R 2r / Z ?> rc 1 "oa •OOX R ?69 / Z 1 o o ?�Z� >. BROKEN CU 10R �<zl � _ -8x i M X�y - t2" A N.M. BROWNS " 7 RIBDIVISIO F BAY VIE 26.99:TC v °6� Q a •0 J 8]38`R PLAT BOOK 1, PAGE 13 (H.C. ) 1a "/12'R / 26.64:FL X U L° A 19 "/23'R / 10' UTIL. ESM'T n /t3R ro / ?S 4,?\ a S.W. CORN ?s >9 (0. �' 5301, PG. 2055) ? ?o ?es!.rC S.E. CORNER �o� o ca Z OF LOT 1 ti X X o 16 " /10'R A .so OF LOT 3 x Q SIR 'R 50'R k 0'R x ALTA /ACSM LAND TITLE SURVEY (L /C # 9 -2528) - SHEET OF 2 p FIR 5/8" 175 S89 °32'51 "W 30 " /35'R 150.1 O'M; 150R 3CtiV'yT SIR 13.7,4'N.; 15' 3. 1 ' R 24 "/25'R A _ FV ti6�a 3.02 4 . Tc FIR 5/8" X ? ?�? 25.91:FL3. 0.36'W. 1° CERTIFICATION: HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF JOB NUMBER: 130339 DATE SURVEYED: 12 -13 -2013 SHEET: 2 ?0 06 `ro S. NDY.y� LOTS 1, 2�c 3 2635 FI 2" by 6' THAT THE SURVEY SHOWN HEREON SUBSTANTIALLY MEETS THE MINIMUM TECHNICAL c y DRAWING FILE: 130339.DWG DATE DRAWN: 12 -16 -2013 ? X \ �c�(oy HEIC��. : 2s 5 25.BO 3.55'N.; W. �� STANDARDS FOR LAND SURVEYING DESCRIBED IN THE STATE OF FLORIDA RULE 5J -17, PLAT COPYRIGHT 2014 F.A.C. FURTHERMORE, THIS CERTIFICATION SHALL NOT EXTEND TO ANY OTHER PERSONS LAST REVISION: 1 -21 -2014 X REFERENCE: N/A \ o C OR PARTIES OTHER THAN THOSE NAMED ON THIS SURVEY AND SHALL NOT BE FIRti� LB# 2862 �F� ALL RIGHTS RESERVED VALID AND BINDING AGAINST THE UNDERSIGNED SURVEYOR WITHOUT THE ORIGINAL GEORGE A. SHIMP II ROGERS STREET O �s9� ti5yh1 ��e'TN.; 0.34'W. vyy�y George A_ Shimp II & Associates, Inc. RAISED SEAL AND SIGNATURE OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. AND ASSOCIATES, INCORPORATED ?3 Anyone copying this document in any manner without the (VACATED) 8j / X 9 x x x expressed consent of GEORGE A. SH /MP 11 & ASSOCIATES, INC. LAND SURVEYORS LAND PLANNERS � ( ASP H ALT) ?s> tiy6y p 3301 OeSOTO BOIILFjV4RD, SUITE' D shall be rosecuted to the full extent of the law. s DO NOT COPY OR REPRODUCE T.S. PALAf IIARB01? FLORIDA 34683 GEORGE A. SHIMP III, PROFESSIONAL SURVEYOR &MAPPER No. 6137 LB 1834 PHOVF (7,97) 9'84 5496 FAX (7.97) 786 -1256 DEMOLITION NOTES TO CONTRACTOR 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY / COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. 2. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT. 3. THE CONTRACTOR SHALL COMPLY WITH DEMOLITION REQUIRMENTS ESTABLISHED IN THE FLORIDA BUILDING CODE SECTION 3303. 4. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. 5. THE CONTRACTOR PERFORMING DEMOLITION SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADO°TE^® EX INM EX. WM DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND BELOW GROUND EXISITNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW IMPROVEMENTS. 7. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. 8. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND PROPERTY LINES PRIOR TO DEMOLITION WORK. 9. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ACCORDANCE WITH THE CITY / COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY F.D.E.P. AND THE CITY / COUNTY. 10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTED BY THE DEMOLITION WORK. 11. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AND TREE BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR SHALL ERECT SILT FENCE AS SHOWN IN SITE CONSTRUCTION DETAILS SHEET. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 AND 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 12. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. 13. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AT ALL TIMES PROTECTIVE BARRIERS AROUND TREES TO REMAIN. THESE PROTECTIVE BARRIERS SHALL BE IN ACCORDANCE WITH CITY / COUNTY STANDARDS. 14. THE CONTRACTOR SHALL SAW -CUT EXISTING PAVEMENT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 15. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND IS RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 16. EXISTING IMPROVEMENTS ABOVE GROUND (E.G., PAVEMENT, CURBING, BUILDINGS, CONCRETE PADS, RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC.) AND BELOW GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL REMAIN UNLESS OTHERWISE NOTED. 17. ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS, TREES, UTILITIES, SIGNS, ETC. SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. 18. THE CONTRACTOR SHALL DISPOSE ALL LOOSE DEBRIS AND GARBAGE WITHIN THE PROJECT BOUNDARIES. ADJACENT PROPERTIES SHALL NOT BE ADVERSELY AFFECTED (E.G., SOIL EROSION, UTILITIES DISCONNECTION, TRAFFIC FLOW IMPEDANCE, NOISE, DUST, GARBAGE, ETC.) AND RIGHT -OF -WAY SHALL BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. NUISANCE TREE ERADICATION NOTES: 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREES SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - 2005 EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE BUT ARE NOT LIMITED TO BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA OR MELALEUCA LEUCODENDRON), AUSTRALIAN PINE (CASUARINA EQUISETIFOLIA) AND CHINESE TALLOW (SAPIUM SEBIFERUM). THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. 2. ALL TREES LARGER THAN ONE (1) INCH DBH (DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND DISPOSED OF AT AN OFF -SITE LOCATION IN STRICT ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN -SITU WITH A FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN TO AVOID OVERSPRAY ON DESIRABLE VEGETATION. REMOVE DEAD BIOMASS. I4. THE CONTRACTOR SHALL PERFORM QUARTERLY INSPECTIONS OF TREATED AREAS AND RE -TREAT AS NEEDED TO ELIMINATE REGROWTH OF NUISANCE TREE SPECIES. HARDWOODS DRIP LINE PINES DRIP LINE EX.ASPHALT GULF TO BAY BOULEVARD 110' PUBLIC R/W CONTRACTOR TO INSTALL INLET PROTECTION PRIOR TO EXISTING CONCRETE APRON AND SIDEWALK COMMENCEMENT OF ANY (TO BE REMOVED) CONSTRUCTION ACTIVITIES (TYP) SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB S EX. SAN E C SAN EX, SAN EX. SAN 2 EX. SAN AN 0, p\ �> ' tV' tip 'NG `10 �G `14 ,`G tip •NG .tip 5 � F F F F F X � `'' ro . cyQQ. • .�"� ° _ T ,yng 7 h,.\.I 4 l 2,D6°, ' ° 1� °° �O . .e EX. WM EX. WM -i E. ivT e QNM o EX LdJ EX. WM �� k� SET N P.O.B. 5- E HP E) SOIL TRACKING PREVE TION DEVICE (STPD) s 7 SHALL BE CONSTRUCTE TO PREVENT OFFSITE ' / NF CORNER ON -SITE T.B.M. 9 c'�o TRACKING OF MU . STPD SHALL BE F �o o S & U o0 s e' L.= 0.2 ' 88 CONSISTENT WITH FDO STANDARD INDEX 106. o0 2d j2 91 °� °o �s�o �o X 8 x TEMPORARY 2915:5 m o CONSTRUCTION Zg5l'•FV N�' tig� j a INGRESS AND EGRES 3 TC 5 3 X `XO EXISTING ASPHALT APRON AND SIDEWALK ti° ° e ° /I ° 2 11 2D (TO BE REMOVED) x ° ° ° o0 CLEAN OUT PH T ' EL.= 30.08' ° x °. SAW -CUT PRIOR TO X X CCESSIBLE) � REMOVE EXISTING PAVEMENT r a z LZ 'y0 0 CLEAN OUT 30 "726'1 c ' EL.= 29.98' <' oo w ss: TC:30 EL.= 27.56'(4" PVC) Q 2e 1 ?a 2 301 F - FL' 0.24 rrB`Sr �6S a WI Xti �.. 5 GREASE TRAP J < 4 h IM EL.= 30.01' 2 9. p T A/, JV. E= 27.79, (4„ V s TOM E23.26' v 2266o 6 TC \ �8 3D I�SA a 4 . � 5 ao GREASE TRAP Up I M E30.06' 0' \ 1 / 65 v X 4V. 1 27.73, (4„ V "TOM EL.= 23.32' 4' CEL.A 29.99T 127.77'(4" PVC) 4 �[�TO� A ? 08 � � .T O x x/ / lY. o x Xti� ''F� V� ILJ� E N TA F�QN� W a 9R7�1GUL TO Y L �V/ R \ /�\ /�\ C� /Lc� ` W E/AR I \TE/ FL O DA �\ ��F LE - 30.6 ::a.: % a 21 '/19'R 1 10 k �� 611 -5 90 :doh° 6 ge / x/ / 32. h L 4 9 ® of FNTIRF DRIP I INF SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. TREE BARRICADES CITY INDEX NO. 909; 1 OF 1 N.T.S. T X 2R o 2 . *a. X�hep - .EX. CONCRETE 9 1 a 7 Tn 01 tig x �e uR X PINES DRIP LINE EX.ASPHALT GULF TO BAY BOULEVARD 110' PUBLIC R/W CONTRACTOR TO INSTALL INLET PROTECTION PRIOR TO EXISTING CONCRETE APRON AND SIDEWALK COMMENCEMENT OF ANY (TO BE REMOVED) CONSTRUCTION ACTIVITIES (TYP) SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB S EX. SAN E C SAN EX, SAN EX. SAN 2 EX. SAN AN 0, p\ �> ' tV' tip 'NG `10 �G `14 ,`G tip •NG .tip 5 � F F F F F X � `'' ro . cyQQ. • .�"� ° _ T ,yng 7 h,.\.I 4 l 2,D6°, ' ° 1� °° �O . .e EX. WM EX. WM -i E. ivT e QNM o EX LdJ EX. WM �� k� SET N P.O.B. 5- E HP E) SOIL TRACKING PREVE TION DEVICE (STPD) s 7 SHALL BE CONSTRUCTE TO PREVENT OFFSITE ' / NF CORNER ON -SITE T.B.M. 9 c'�o TRACKING OF MU . STPD SHALL BE F �o o S & U o0 s e' L.= 0.2 ' 88 CONSISTENT WITH FDO STANDARD INDEX 106. o0 2d j2 91 °� °o �s�o �o X 8 x TEMPORARY 2915:5 m o CONSTRUCTION Zg5l'•FV N�' tig� j a INGRESS AND EGRES 3 TC 5 3 X `XO EXISTING ASPHALT APRON AND SIDEWALK ti° ° e ° /I ° 2 11 2D (TO BE REMOVED) x ° ° ° o0 CLEAN OUT PH T ' EL.= 30.08' ° x °. SAW -CUT PRIOR TO X X CCESSIBLE) � REMOVE EXISTING PAVEMENT r a z LZ 'y0 0 CLEAN OUT 30 "726'1 c ' EL.= 29.98' <' oo w ss: TC:30 EL.= 27.56'(4" PVC) Q 2e 1 ?a 2 301 F - FL' 0.24 rrB`Sr �6S a WI Xti �.. 5 GREASE TRAP J < 4 h IM EL.= 30.01' 2 9. p T A/, JV. E= 27.79, (4„ V s TOM E23.26' v 2266o 6 TC \ �8 3D I�SA a 4 . � 5 ao GREASE TRAP Up I M E30.06' 0' \ 1 / 65 v X 4V. 1 27.73, (4„ V "TOM EL.= 23.32' 4' CEL.A 29.99T 127.77'(4" PVC) 4 �[�TO� A ? 08 � � .T O x x/ / lY. o x Xti� ''F� V� ILJ� E N TA F�QN� W a 9R7�1GUL TO Y L �V/ R \ /�\ /�\ C� /Lc� ` W E/AR I \TE/ FL O DA �\ ��F LE - 30.6 ::a.: % a 21 '/19'R 1 10 k �� 611 -5 90 :doh° 6 ge / x/ / 32. h L 4 9 ® of FNTIRF DRIP I INF SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. TREE BARRICADES CITY INDEX NO. 909; 1 OF 1 N.T.S. T X 2R o 2 . 7 4 X�hep - .EX. CONCRETE Tc x° 1 o 7 Tn 01 tig x �e F 1 X INCOMPLETE WELLS SHALL BE T725R 0.65' WAL� 9 ABANDONED BY A LICENSED WATER WELL X 18" OAK sss 2 X 5 0 X °. RULE 40D- 3.531(2), F.A.C. EX.ASPHALT X �V x X T° E ° o EXISTING UNDERGROUND POWER s x 1 X a �o� °. 27" OAK CABLE (TO BE REMOVED) INSTALL TYPE III SILT 1 1 c 0 4 7 ZC'•2 CONTRACTOR TO COORDINAT X m 2 2 14'1'R 2 EX. P WITH DUKE ENERGY X o Tc. �� 9� w C 16" PALM X69 X 17" PALM 1 4 23 29 9Q0 •`o` F� O �T �' �9 z >9J6,rC le O - - 0 - XTO- X X U 13 "/8' 76 30 "/35'R M Q 2 � s x I 2 � A S l i t l 1 F 2R o 2 . s.ro� X�hep 1 '/18' EX.ASPHALT 1 X 2� m 01 tig x �e F 1 X INCOMPLETE WELLS SHALL BE T725R 0.65' WAL� 9 ABANDONED BY A LICENSED WATER WELL X 18" OAK sss 2 X 2 X °. RULE 40D- 3.531(2), F.A.C. 1 X �V x X T° E 2j9' k ti�o� 3 s x 1 X a �o� °. 27" OAK 1 INSTALL TYPE III SILT 1 1 c 0 "/18'R x 1❑ CONSTRUCTION LIMITS X I 2 2 14'1'R 2 X 0 299 v X W x h 15" PALM w X 16" PALM 1 X 17" PALM 1 4 23 m SP LT 21" PALM z >9J6,rC le O - - 0 - XTO- X w U 13 "/8' 76 30 "/35'R M Q ti SIR 3.0 FIR 5/8" X 1 72 tit EX. DUMPSTER ENCL SURE :T 25.91• .; 0.36'W. �o UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 616 - MULTILANE, WORK NEAR oe INSTALL TYPE III SILT X (TO BE REMOVE ) 26?5 1/2, �c�hy�^� INTERSECTION MEDIAN OR OUTSIDE LANE AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE FENCE AROUND ENTIRE 2s 2S� >s. m 0 a °..4 OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 hhg T Xry ?lc x o 3 R FU .E U .. AM AND 4 TO 6 PM.) LO ROG E RS STREET T 2s "9i ACR€ 12862 h�py� �3,7'N.; 0.34'W. V'ho THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR CV (VACATED) 2s 0 c9 h� tih ti UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION 0j w XISTING ASPHALT X INSTALL TY E III SILT OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING PRON AN"IDEWALK FENCE AR UND ENTIRE EX. ASPHALT SSW -CUT PRIOR T�� ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE 2 �s X66 CONSTR CTION LIMITS 1 66 ? S �� •mss. A Lij 8'R tih � ti X 2s 5 2 2 � s x I 2 � A S l i t l 1 F S.W. CORI OF LOT 1 SIF FIR 5/8" L g 13.7A2N.; X 22 ' 0�2. 22 2Ox e •22 �T 4 /I 5 0 x x 2 °. x EX. SAN A. A. X 9> c /I 2 EX.ASPHALT mf 05 q N w TE X- CONTRACTOR TO INSTALL INLET PROTECTION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES (TYP) o EX 1yM EX. WM EX. WM E. CORNER FIR 1/22" 0.60'S., 1 aFIR5 /8 "L63�6 �? 0,4 8'S., 1.44�rrYYVEti o h X�a 28.83 I 28.84 �O�g 29.00 'L0�6 h` EXIST. ±18 LF 4" PVC SANITARY SEWER LATERAL AND CLEANOUT 5 h°' TO REMAIN AND BE PROTECTED tig THROUGHOUT CONSTRUCTION PERIOD. ' X EXIST. 1 -1/2" WATER METER & rTO 269 o ° BACKFLOW PREVENTER TO pX REMAIN AND BE PROTECTED TEX. THROUGHOUT CONSTRUCTION PERIOD. 1 13 "DEAD Soso X / 12 " /10'R 2881 GULF TO BAY ro sqA o ONE STORY C.B.S. j x o P.B. 138, PGS. 35 & 36 x o h� v ,gyp. CONTRACTOR TO CONTACT THE AIR TOXICS SECTION OF THE PINELLAS 20 "/28'R COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDING. A x m �y x .� 6 o y0 � 5 1 soA s 18 "/35'R 6y so gyp. O 9g Jo .6 "'�' x rrS r s'j 6, hp. m O X x � 0 v 2� -�I Tn � 2R o 2 . s.ro� X�hep 1 '/18' EX.ASPHALT 1 X 2� m 01 tig o,�,lro I o Xti�• F 1 S.W. CORI OF LOT 1 SIF FIR 5/8" L g 13.7A2N.; X 22 ' 0�2. 22 2Ox e •22 �T 4 /I 5 0 x x 2 °. x EX. SAN A. A. X 9> c /I 2 EX.ASPHALT mf 05 q N w TE X- CONTRACTOR TO INSTALL INLET PROTECTION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES (TYP) o EX 1yM EX. WM EX. WM E. CORNER FIR 1/22" 0.60'S., 1 aFIR5 /8 "L63�6 �? 0,4 8'S., 1.44�rrYYVEti o h X�a 28.83 I 28.84 �O�g 29.00 'L0�6 h` EXIST. ±18 LF 4" PVC SANITARY SEWER LATERAL AND CLEANOUT 5 h°' TO REMAIN AND BE PROTECTED tig THROUGHOUT CONSTRUCTION PERIOD. ' X EXIST. 1 -1/2" WATER METER & rTO 269 o ° BACKFLOW PREVENTER TO pX REMAIN AND BE PROTECTED TEX. THROUGHOUT CONSTRUCTION PERIOD. 1 13 "DEAD Soso X / 12 " /10'R 2881 GULF TO BAY ro sqA o ONE STORY C.B.S. j x o P.B. 138, PGS. 35 & 36 x o h� v ,gyp. CONTRACTOR TO CONTACT THE AIR TOXICS SECTION OF THE PINELLAS 20 "/28'R COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDING. A x m �y x .� 6 o y0 � 5 1 soA s 18 "/35'R 6y so gyp. O 9g Jo .6 "'�' x rrS r s'j 6, hp. m O X x � 0 v 2� -�I Tn � 290 2 . COMMON NAME = 1 '/18' 9 �6 1 X 13" OAK 01 tig ALL WELLS TO BE ABANDONED AND 9� 1 X INCOMPLETE WELLS SHALL BE T725R 0.65' WAL� 9 ABANDONED BY A LICENSED WATER WELL X 18" OAK sss 2 EX. LP 2 X °. RULE 40D- 3.531(2), F.A.C. 1 X ?g x X T° E 2j9' k ti�o� 3 s x 1 X a �o� °. 27" OAK 1 INSTALL TYPE III SILT 1 1 c 0 "/18'R x 1❑ CONSTRUCTION LIMITS X I 2 ss. ?l X ti T. M . &TI oe v x� 1 �g� `G h 0 �g. 0 290 2 . COMMON NAME = 28.34 C: 28. 1 X 13" OAK 01 tig ALL WELLS TO BE ABANDONED AND L: .35 1 X INCOMPLETE WELLS SHALL BE T725R 0.65' WAL� 5 ABANDONED BY A LICENSED WATER WELL X 18" OAK sss 4 "/2 EX. LP 2 X °. RULE 40D- 3.531(2), F.A.C. 1 X 21" OAK x X "/25'R E 2j9' k ti�o� 3 s k 1 X 26" OAK �o� °. 27" OAK 1 INSTALL TYPE III SILT 1 1 c 0 "/18'R x 1❑ CONSTRUCTION LIMITS X I 2 ss. Tc 2 X 0 299 v X W x X 15" PALM w X oe v x� 1 �g� `G h 0 �g. 0 290 2 . COMMON NAME = 9 10" OAK 1 X 13" OAK 01 tig ALL WELLS TO BE ABANDONED AND 1 1 X INCOMPLETE WELLS SHALL BE T725R 0.65' WAL� 5 ABANDONED BY A LICENSED WATER WELL X 18" OAK sss 5° CONTRACTOR IN ACCORDANCE WITH EX. LP 2 X °. RULE 40D- 3.531(2), F.A.C. 1 X 21" OAK x X "/25'R E 0"P 10" 'R 3 s 24 1 X 26" OAK �o� °. 27" OAK 1 INSTALL TYPE III SILT 1 1 c FENCE AROUND ENTIRE "/18'R x 1❑ CONSTRUCTION LIMITS X I 2 titi Tc 2 X 0 299 v X W x X 15" PALM w X 16" PALM 1 X 17" PALM 1 X U SP LT 21" PALM z X 13" PINE - - 0 - CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING w / 5 � a Tc 20 92 X 1 33 "/35'R SIDEWALK, CURB, PAVEMENT OR OTHER IMPROVEMENTS WITHIN RIGHT -OF -WAY DAMAGED DURING DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER FDOT DESIGN STANDARD AND SPECIFICATIONS EXISTING TREE LEGEND EX. WM o OAK A PALM PINE TREES TO BE REMOVED QUANTITY KEY COMMON NAME 1 X 10" OAK 1 X 13" OAK 1 1 1 X 15" OAK 1 0.65' WAL� 5 2 X 18" OAK sss tip. 19" OAK 2 X 20" OAK 1 X 21" OAK 1 X "/25'R 1 X 10" 'R 3 s 24 1 X 26" OAK �o� °. 27" OAK 1 X 6 „/ ,R 1 c 262Ax 1 x 1❑ 2 X I 2 la x Tc 2 X EX. 2 X � 2S 1 X 15" PALM 1 X 16" PALM 1 X 17" PALM 1 X EX. SP LT 21" PALM 12' S'R X 13" PINE - - "/37'R - CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING w U WtTHtTaBAY BOULEVARD (S.R. 60) RIGHT -OF -WAYS PER STATE OF FLORIDA DEPARTMENT 76 30 "/35'R M Q ti SIR 3.0 FIR 5/8" X R 5' 3. 1 1 s�X tit :T 25.91• .; 0.36'W. �o UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 616 - MULTILANE, WORK NEAR 24 "/25'R INSTALL TYPE III SILT X yhg� 21 " /7'R 26?5 1/2, �c�hy�^� INTERSECTION MEDIAN OR OUTSIDE LANE AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE FENCE AROUND ENTIRE 00 �Q .ti' 2S 0 55' .' Fes' - OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 CONSTRUCTION LIMITS �c AM AND 4 TO 6 PM.) LO ROG E RS STREET T 2s "9i 5 12862 h�py� �3,7'N.; 0.34'W. V'ho THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR SIDEWALK, CURB, PAVEMENT OR OTHER IMPROVEMENTS WITHIN RIGHT -OF -WAY DAMAGED DURING DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER FDOT DESIGN STANDARD AND SPECIFICATIONS EXISTING TREE LEGEND EX. WM o OAK A PALM PINE TREES TO BE REMOVED QUANTITY KEY COMMON NAME 1 X 10" OAK 1 X 13" OAK 1 14" OAK 1 X 15" OAK 1 X 16" OAK 2 X 18" OAK 3 X 19" OAK 2 X 20" OAK 1 X 21" OAK 1 X 22" OAK 1 X 23" OAK 3 X 24" OAK 1 X 26" OAK 1 X 27" OAK 1 X 30" OAK 1 X 33" OAK 1 x 35" OAK 2 X 10" PALM 2 X 12" PALM 2 X 13" PALM 2 X 14" PALM 1 X 15" PALM 1 X 16" PALM 1 X 17" PALM 1 X 18" PALM 1 X 21" PALM 1 X 13" PINE j .III. I� S GRAPHIC SCALE 111=20' 40 20 10 0 20 DEMOLITION TABLE ITEM DESCRIPTION .74 REMOVE TREES AND SHRUBS. REMOVE ASPHALT AND BASE. REMOVE STRUCTURES AND FOUNDATIONS 21.33' REMOVE CONCRETE PADS, SIDEWALKS AND PAVERS TO THE NEAREST EXPANSION JOINT. �5 REMOVE CURB TO NEAREST EXPANSION JOINT. 3/ R �7 REMOVE LIGHT POLES, POWER POLES & POWER LINES. REMOVE SIGNS AND BOLLARDS. 2s o A o 10 REMOVE SANITARY STRUCTURES AND PIPES. ? <s �. Tc REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. 12 REMOVE & RELOCATE EXISTING STREET LIGHT POLE. 13 REMOVE & RELOCATE EXISTING TELEPHONE PEDESTAL. 69S M x 0 U C9 1 7 13 "/8'R 1 J EX. LP 5 x m m 28 88 °38'R _ _ 12 "TWIN /13'R _ _ _ 119 " /23'R 1 .64:FC x° z - _ _ _ Ilk D TO MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR 10' UTIL. ESM'T 2s >y O.R.B. 5301, 2055) 17 "/13'R , �' >o tip`' S.E. CORNER ° Lu ti ry' X ti 1 �- �s �0 16 "/10'R 1 6002 s.4 c Z OF LOT 3 X z -7- - - - - - - - -X - - - - - - CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING w U WtTHtTaBAY BOULEVARD (S.R. 60) RIGHT -OF -WAYS PER STATE OF FLORIDA DEPARTMENT 76 30 "/35'R M Q ti SIR 3.0 FIR 5/8" OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND R 5' 3. 1 1 :T 25.91• .; 0.36'W. �o UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 616 - MULTILANE, WORK NEAR 24 "/25'R INSTALL TYPE III SILT U yhg� 21 " /7'R 26?5 1/2, �c�hy�^� INTERSECTION MEDIAN OR OUTSIDE LANE AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE FENCE AROUND ENTIRE 00 �Q .ti' 2S 0 55' .' Fes' - OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 CONSTRUCTION LIMITS �c AM AND 4 TO 6 PM.) LO ROG E RS STREET T 2s "9i tih' 12862 h�py� �3,7'N.; 0.34'W. V'ho THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR CV (VACATED) 2s 0 c9 h� tih ti UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION 0j w XISTING ASPHALT X X X 2s 6 OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING PRON AN"IDEWALK � tih EX. ASPHALT SSW -CUT PRIOR T�� ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE (TO BE REMOVED) REMOVE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. 256 EXISTING PAVEMENT j .III. I� S GRAPHIC SCALE 111=20' 40 20 10 0 20 DEMOLITION TABLE ITEM DESCRIPTION El REMOVE TREES AND SHRUBS. REMOVE ASPHALT AND BASE. REMOVE STRUCTURES AND FOUNDATIONS REMOVE CONCRETE PADS, SIDEWALKS AND PAVERS TO THE NEAREST EXPANSION JOINT. �5 REMOVE CURB TO NEAREST EXPANSION JOINT. REMOVE HANDRAIL. �7 REMOVE LIGHT POLES, POWER POLES & POWER LINES. REMOVE SIGNS AND BOLLARDS. �8 �9 REMOVE IRRIGATION WELL. 10 REMOVE SANITARY STRUCTURES AND PIPES. 11 REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. 12 REMOVE & RELOCATE EXISTING STREET LIGHT POLE. 13 REMOVE & RELOCATE EXISTING TELEPHONE PEDESTAL. LEGEND ® ® ® ® EXISTING PROPERTY LINE PROPOSED EROSION CONTROL 24" EXISTING TREE TO REMAIN 18° EXISTING TREE ' ` TO BE REMOVED I PROPOSED TREE 1 BARRICADE EXISTING ASPHALTIC PAVEMENT TO BE REMOVED EXISTING BUILDING TO BE REMOVED a ® a EXISTING CONCRETE a $ g a PAVEMENT /PAD TO ° 4 BE REMOVED : a ° 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z O H CL tY U to w U) z 0 U) W LU Q m� U 0 0 M 0 0 U C9 M W W m m co z w m m 0 ~ Q Lu m w > 0 z w U z:) M Q W d d L0 0 0 U Q 00 N LO CV i d7 0 O 0 Lij u) Z I..L z O U � W Z Q NO � I..L UJ W u) Q w LIJ co �Q w„max � 0 _ Z 0 Q_j OLLJ z LL- Q 0 UQ W w W C ~ N J 0 U U d M o cy) CD M o Z z 00 w c j cy) z LLI _ z M oo M I� 04 LL Z (D w z z J LIJ 0 Q o U � \ �� U aL \ o Lu O v W V NZ 0L W W z z W N J N > U U) t � Z+`• O cl) m z Q J >U o Q- Z LO H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER D GULF TO BAY BOULEVARD �' °D 110' PUBLIC R/W VISIBILITY D d FREESTANDING SIGN TRIANGLE (TYP.) V = 45 MPH MAX. HEIGHT= 14.0' PROPOSED BICYCLE RACK D = 465 FT Z MAX. SIGN SURFACE AREA = 64 SF (8' X 6' CONCRETE PAD) VISIBILITY O EMC NOT ALLOWED PROPOSED LIGHT POLE RELOCATED ST ET a TRIANGLE (TYP.) o D SIGN BASE MUST INCLUDE TWO (FIXTURE TO DIRECT LIGHT V = 45 MPH LIGHT POLE CL d ° p D o STRUCTURE SUPPORTS TOWARD BUILDING) (TYP.) D = 530 FT R=3' D D D D VS d d� Ill d D d d D p D 0 ° 21.3' 6.7' d \n/ U) P ° N.�R.�OT 1 r r E Z D - BNQ 0 L S 14 ct) D d P d D N BAY EIG S _ S89 °42'22 "W 250.11'R 2881 GULF TO B P AT B K 11 AG 15 89° 10 "E ° D •. d' - 50 . 'R • N CORNER S89 °43'03 "W 250.08'M D SET N P. B. 0 50'R FIR 1/2" 0.60'S., 1.37'W. W FND OD / N F�L 16N CM 'x4" Lu D D' / LB7345 (P.R.M.) B. `�' FIR 5/8" LB3906 0 0. O � 0.58'S., 1.40'W O D° 500 p D LP I ONLY ONLY I ° ° °° D d I nn�iHa I GRAPHIC SCALE 1 " =20' m D d . D p D © I O Z • n p 1� 0 D D. ° ° D I © o 36.0' I a D m � d `i N I 40 20 10 0 20 0 7 =2' DD I 30.0' LC% 20.5' 20.0' N M TYP M m ��0 ° D D ° D • _ D D Q a THANK - PROPOSED LIGHT POLE o m m d LP 74.3' YOU STOP (FIXTURE TO DIRECT LIGHT Q p m o Lu R= �I Dd. p BLDG. TIE TOWARD BUILDING TYP. LLI z z w O A Id ,' ° D D D D 29.9' )( ) U p D d D D D D D d ° D Dd ° BLDG. TIE 0 w C9 Y i - so LP SITE DATA 0- LO o o 0 Q /� U Q_ �DO W I I� / A ° _j 8.7' 0 p ° ^�. 1. PARCEL NUMBER: 17- 29 -16- 03546 - 000 -0010 � ' D D / 13.2' D R =2' • D 2 c� Rr-3 °D D D ° D o O m dOlS o LOT 1 2. SECTION /TOWNSHIP /RANGE: 17 / 29 S / 16 E N ° d _ C d D D p 'd D MM 6 W a h' I PARCEL ID: 17 29 16 92747 000 0010 °20 D � OWNER: GOODKIDS VILLAGE, INC. 3. SITE ADDRESS: 2871 GULF TO BAY BOULEVARD ��d ° LL ZONING: C CLEARWATER, FLORIDA 33759 p 0 ° P. Q 0 0 ° p D N o0 / o 4. PROPERTY AREA: 55,751 SF (1.28 AC) - ? U LO 16 LOT 15 z z LOT 14 0'0 16.0' PROPOSED LOOP W U DETECTOR D ° o Q C, II H 2881 GULF TO BAY D D D } � _j Q 5. EXISTING ZONING: COMMERCIAL AND MEDIUM DESITY RESIDENTIAL o �' � Q W ONE STORY C.B.S. �� ° ° W U) P.B. 138, PGS. 35 & 36 C & MDR U) 44.0' FROM PROPOSED R =3' 30'R O y� 0 U j W Q CASHIER BOOTH TO R =50' 2A •�� w J O 6. FUTURE LAND USE: COMMERCIAL GENERAL AND RESIDENTIAL �7` © 0 >- Oil P PROPOSED PRESENTER Cm w F O Q b BOOTH MEDIUM "CG & RM" FF oo�LL� I� PROPOS D LIGHT POLE d Q Q ; 7. BUILDING SETBACKS: „_ , (FIXTUR TO DIRECT LIGHT E O 0 Z (NORTH) Il I GULF TO BAY BOULEVARD NORTH = 52.7 FT GRAPHIC SCALE 1 =10 TOWAR BUILDING) (TYP.) LP 0-0 z A CROSS BOULEVARD (WEST) = 74.3 FT U LO O o '� I SIDE (SOUTH) = 204.8 FT SIDE BY SIDE DRIVE THRU CRITICAL DIMENSIONS AND NOTES: © Q s M SIDE (EAST) = 29.9 F p PROPOSED LOOP 20 10 5 0 10 2 8.T 20.5' 18.0' 20.5' 0 DETECTOR 1. 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. LANE o TYP TYP y'.. 8. BUILDING HEIGHT: 19.34 FT STARTS AT DRIVE -THRU ENTRANCE WHERE "McDONALD'S GATEWAY" SIGN IS LOCATED. - 65.0' FROM PROPOSED M 2. DOUBLE - HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7' SHAFT, PR POSED CASHIER BOOTH 9. SITE AREAS: z 7' ARROW STEM AND T FOR THE ARROW HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER VEHICULAR USE AREA: 28,047 SF (50.3 %) OF EACH LANE. BUILDING FOOTPRINT: 5,206 SF (9.3%) 60'R SIDEWALK, CURB, DUMPSTER: 5,426 SF (9.7 %) J Z 3. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK I I TOTAL IMPERVIOUS AREA: 38,679 SF (69.4 %) Q OF CURB. SEE MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. PARCEL ID: 17-29-16-03546-000-0010 0� WNER: ALLAN J. STOWELL FAMILY TRUST I TOTAL PERVIOUS AREA: 17,072 SF (30.6%) 4. AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE I 74.3' a ZONING: C /MDR I POND AREA: 3,766 SF (6.7 %) MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. BLDG. TIE O D,,.. 30.1' INTERIOR LANDSCAPE AREA: 3,196 SF (11.4% OF VUA) Z I. BLDG. TIE I TOTAL AREA: 55,751 SF (100 %) 5. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE ( I 50'R 50'R PRIMARY COD. 06 w { P D ELECTRIC POWER 10. GROSS FLOOR AREA = 5,206 SF 1 6. WHEN POSITIONING THE SECONDARY COD, THE DISTANCE BETWEEN THE TIP OF THE CURBED F < 7e ,� W A SFORMER MOUNTED ON A rn Q L0 ISLAND AND THE CENTER LINE OF THE SECONDARY COD MUST BE 14' -0 ". THIS MEASUREMENT IS O � •o. o- 20 ALLEY M O N RETE PAD. v J � - 1_ � Y_ PR POSED PRIMARY 11. FLOOR AREA RATIO (F.A.R.) = 5,206 SF / 55,751 SF = 0.093 Q 1 I M FACE. KN ALONG THE CENTERLINE OF THE SECONDARY LANE WHILE FOLLOWING THE INSIDE CURB O o N 22 0 (V CATED) P O (a MENU BOARD �1 ui W M } O LP w y PROPOSED 12. OWNER: LL J Q z m E • } O PRIMARY COD ,,�x 7. WHEN THE SECONDARY COD IS LOCATED AT 14', THE LOOP DETECTOR IS TO BE 2' FORWARD OF m 1I coo ALLAN J STOWELL FAMILY TRUST W O 0 THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP 50'R 50'R m m PROPOSED LOOP a 2873 THORNTON ROAD, PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. y D I . 01 DETECTOR CLEARWATER, FLORIDA 33759 -4049 O 8.7' ® f a PROPOSED Q J 8. THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM C C s I SECONDARY O Q LL FACE OF CURB AND APPROXIMATELY 6' -0" FROM THE TIP OF THE CURBED ISLAND. THE END CAP I MENU BOARD 13. STORMWATER MANAGEMENT: WQT & ATTENUATION J � OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12" FROM FACE OF CURB. ANGLE �o m 3.5' LP PROPOSED LIGHT POLE < O SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. I " ' (FIXTURE TO DIRECT LIGHT LOT 2 14. FLOOD ZONE INFORMATION: ZONE "X" FEMA MAP 12103CO128G r W D TOWARD BUILDING) (TYP.) PROPOSED------ I o y PARCEL ID: 17- 29 -16- 92747 - 000 -0020 Q 9. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK GATEWAY SIGN PROPOSED OWNER: TELLURIDE INVESTMENTS, INC. 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. O J LL Q OF CURB. SEE MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. SECONDARY COD ZONING: C /HDR PROPOSED LOOP 16. SOLID WASTE MANAGEMENT: TWO DUMPSTERS UJ Q 10. PRE -SELL BOARD MUST BE 30 " -36" FROM FACE OF CURB. THIS IS MEASURED FROM THE PROPOSED DETECTOR Q CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE PRE -SELL BOARD 8.8' 20.5' 22.0' LP W O 30.0' FROM PROPOSED z U U W DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG TYP z z PRE -SELL BOARD TO 17. TOTAL PARKING PROVIDED: 47 SPACES w w J THE CENTER LINE OF THE LANE. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE w Q PROPOSED PRIMARY COD REGULAR - 45, HANDICAP - 2 z O G (N VISIBILITY TO THE THIRD CAR FROM COD. PROPOSED LIGHT POLE 1 Of m IY LOT i L T 2 LOT 1 � U t1 (FIXTURE TO DIRECT LIGHT M o p 11. "PLEASE HAVE YOUR PAYMENT READY" BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB TOWARD BUILDING) (TYP.) 9.3' 9.0' 9.4' 28.0' o O - ® o 18. TOTAL PARKING REQUIRED: 63 SPACES AND U FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN z y TYP PROPOSED 5,206 SF X 12 SPACES / 1,000 SF G.F.A. = 63 M CD (� cy) CD FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. I LP 5.0' "ANY LANE ANY z TIME" BOARD 12. "ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1.5' FROM FACE OF CURB AT THE �� o t "3�� W BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90° I W W co FROM THE CURB. I w X20'0 0�` �' I LEGEND LLI � z SITE PLAN NOTES ~ °° z "' Sri O v O , b PROPOSED DUMPSTER , n cr�l 1) w LL 1. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF CLEARWATER N ° c°" _J ' i ENCLOSURE EXISTING �J o COMMUNITY DEVELOPMENT CODE. m o m PROPERTY LINE z z J r 0.65' WALL w O Q 2. ALL PEDESTRIAN ROUTES, SIDEWALKS AND ACCESSIBILITY RAMPS, HANDICAPPED PARKING SPACES, Qj ZONING: C (COMMERCIAL) 5.0 rPLAT BNDY. _ PROPOSED 1..i •gip U ACCESSIBILITY SIGNS AND SYMBOLS SHALL BE CONSTRUCTED IN STRICT CONFORMANCE WITH THE ZONING: MDR (MEDIUM DENSITY R SIDENTIAL) LP r - 42 DIMENSION Z Z AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE FLORIDA a°; z 0 _ ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC), LATEST EDITIONS. p _ EXISTING 0 \ / U LO sp° ,°° O 42 DIMENSION 1� \ o Lu 00 3. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR � � � ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE I� PROPOSED O 8.8 ® 12 9 x.xx' PROPOSED ENGINEER IN WRITING PRIOR TO CONSTRUCTION. I IRRIGATION DETENTION POND �M 4. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND I 13.5' LP 9.0' I DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE EXISTING (,r RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL I P � 0 ° ° ° a s a ° d CONCRETE z POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. PARCEL ID: 17- 29 -16- 03006 - 000 -0200 ° PAVEMENT/PAD/ 29.3' LOT 4 a ° SIDEWALK � 5. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS OWNER: B V C ACQUISITION, INC. 31.1' W AND EXACT UTILITY ENTRANCE LOCATIONS. ZONING: C /HDR o LP BAY HEIGHTS uJ P.B. 11, PG. 115 PROPOSED z LEGAL DESCRIPTION 29.0 PARCEL ID: 17- 29 -16- 12312 -000 -0100 6. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATIONS AND DETAILS. OWNER: ALLAN J. STOWELL FAMILY TRUST ASPAHLTIC (D LOTS 1, 2, 3, 14, 15 AND 16, BAY HEIGHTS, ACCORDING TO THE MAP OR PLAT THEREOF, 28 0 ZONING: HDR PAVEMENT z 7. REFER TO ARCHITECTURAL PLANS FOR TRANSFORMER PAD SIZE, LOCATIONS AND DETAILS. AS RECORDED IN PLAT BOOK 11, PAGE 115, OF THE PUBLIC RECORDS OF PINELLAS 27.0 W COUNTY, FLORIDA. 26.0 PROPOSED 00 J 8. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'F' CURB, UNLESS SPECIFIED 10.0' 10.0' °' ° CONCRETE i OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. TOGETHER WITH ALL THAT PORTION OF A CERTAIN 20 FOOT ALLEY LYING NORTH OF 25.0 I ° ° LOTS 1, 2 AND 3 AND SOUTH OF LOTS 14, 15 AND 16, ALL IN BAY HEIGHTS, BEING A PROPOSED DE ENTI a d PAVEMENT/PAD/ () 9. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII DIMENSIONS ARE I �, ° ° °° SIDEWALK U) , SPECIFIED HEREON. REPLAT OF LOTS 8 AND 9 OF WILLIAM BROWN'S BAYVIEW SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 115, OF THE 10. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF CURB PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; AS VACATED BY RESOLUTION NO. S. BNDY O LOT 9 I o z 64 -164 RECORDED IN OFFICIAL RECORDS BOOK 2035, PAGE 489, OF THE PUBLIC W.M. BROWNS SUBDIVISION OF BAY VIEW PROPOSED (n co OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. PAVERS En c� i Z RECORDS OF PINELLAS COUNTY, FLORIDA. ' 11. CONTRACTOR SHALL PROVIDE SIX (6) INCHES WIDE WHITE PAINT STRIPE TO SPAN OUTER EDGE OF 88 °38'R _ _ _ _ _ _ _ Q - J THE ENTIRE DRIVE -THRU LANE. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 10' UTIL. ESM'T >, 0 I ° (O.R.B. 5301, PG. 205) S.E. CORNER U L 12. FREESTANDING, BUILDING AND DRIVE -THRU SIGNAGE SHALL BE PERMITTED BY THE OWNER'S SIGN S.W. CORNER ° OF LOT 3 BEGINNING AT THE NORTHWEST CORNER OF LOT 16, BAY HEIGHTS, ACCORDING TO 1 _ _ _ 50'R _ _ _ _ _ _ 5,_Q'R �_ _ _ _ _ 50'R CONTRACTOR UNDER SEPARATE APPLICATION. THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 115, OF THE OF LOT 1 - - - - - - - - °M Q PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE EASTERLY, ALONG THE FIR 5/8" L 176 S89 °32'51 "W 150.10'M; 150'R SIR PROPOSED 240.0 LINEAR LO � J 13. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN-OFF WHEN BUSINESS PROPOSED LIGHT POLE 3.02'R FIR 5/8" NORTHERLY BOUNDARIES OF LOTS 14, 15 AND 16, OF SAID BAY HEIGHTS, A DISTANCE 13.74'N.; .15' 3.61'R FEET 8.0' HIGH PERIMETER ©COPYRIGHT 2014 IS CLOSED. FIXTURE TO DIRECT LIGHT 3.55'N.; 0.36'W. OF 150 FEET TO THE NORTHEAST CORNER OF SAID LOT 14, BAY HEIGHTS; THENCE S. BNDY. OF LOTS 1, 2 & 3, ( SCREEN WALL TOWARD BUILDING TYP. FIR 1/2" 14. REFER TO SHEET C -5.4 AND C -5.5 FOR CROSS SECTIONS. SOUTHERLY, ALONG THE EASTERLY BOUNDARIES OF LOTS 3 AND 14, OF SAID BAY BAY HEIGHTS ) (TYP.) THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER U 3.55'N.; 1.04'W. SHEET: HEIGHTS, A DISTANCE OF 371.46 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3, PLAT BOOK 11 PAGE 115 F{R -5/8" CIRCUMSTANCES MAY THIS DRAWING O REPRODUCED, PUBLISHED, ALTERED IN USED 15. ALL DISTURBED AREAS ARE TO RECEIVE FOUR 4 INCHES OF TOP SOIL, SEED, MULCH AND WATER BAY HEIGHTS; THENCE WESTERLY, ALONG THE SOUTHERLY BOUNDARIES OF LOTS 1, C iri IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. ( ) FIR 1/2" LB #2862 UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 2 AND 3, OF SAID BAY HEIGHTS, A DISTANCE OF 150 FEET TO THE SOUTHWEST ROG E RS STREET 13.47'N.; 0.34'W. CORNER OF SAID LOT 1, BAY HEIGHTS; THENCE NORTHERLY, ALONG THE WESTERLY (VACATED) V 16. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC BOUNDARIES OF LOTS 1 AND 16, OF SAID BAY HEIGHTS, A DISTANCE OF 372.05 FEET 48 HOURS SURVEY BY GEORGE A. SHIMP III AND ASSOCIATES, INC. DATED 12/13/13. TO THE POINT OF BEGINNING. BEFORE YOU DIG "CALL SUNSHINE" 58626 BRAULIO GRAJALES 17. ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL CONTAINING 55,751 SQUARE FEET OR 1.28 ACRES, MORE OR LESS. PARCEL ID: 17- 29- 16- 12312- 000 -0100 1- 800 - 432 -4770 FL Registration No. Professional Engineer Sign Date DATUM (N.A.V.D.) 1988. OWNER: ALLAN J. STOWELL FAMILY TRUST COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED ZONING: HDR BY THE PROFESSIONAL ENGINEER SIGNAGE TO BEAR THE UNIVERSAL SYMBOL OF ALL SPACES MUST BE LOCATED ON AN ACCESSIBLE ACCESSIBILITY PER 11- 4.30.7 FBC AND THE CAPTION ROUTE NO LESS THAN 44" WIDE SO THAT USERS WILL 0000000 "PARKING BY DISABLED PERMIT ONLY ". SIGN MUST NOT BE COMPELLED TO WALK OR WHEEL BEHIND MCDONALD'S INDICATE THE PENALTY FOR ILLEGAL USE OF THE PARKED VEHICLES. (11- 4.6.2(1) FBC [SEE 553.5041(5)(G)(1) = a SPACE (11 -4.6.4 FBC) FS RELATING TO EXISTING PARKING AREAS) SIGN ACCESSIBLE PARKING SIGN CTIONAL RAMP LANDING SHALL HAVE DETECTABLE LOCATED 84" TO BOTTOM OF 1WNER: ALLAN J. STOWELL FAMILY TRUST WARNINGS PER 11 -4.29 FBC SIGN (553.5041(6) FS) ZONING: C /MDR m I BLUE STRIPES A CURB RAMP MAY BE PROVIDED PER ACCESSIBLE PARKING DISTANCE BASED DISTANCE BASED 11-4.7.5 AND FIGURE 12 FBC CONCRETE UPON SLOPE UPON SLOPE (11 -4.6.4 FBC) F.S. 318.18 5'-0" 1" SERIES "C" ACCESSIBLE PARKING SPACES AND a _ e 20' ALLEY (VACATED) CURB ACCESS AISLE SHALL BE LEVEL WITH SIDEWALK MINIMUM RAMP LANDING (11- 4.8.4(2) FBC) Z SURFACE SLOPES NOT EXCEEDING 1:50 2 % IN ALL DIRECTIONS. P 6" YELLO SLOPE UP W SLOPE UP m ACCESSIBLE ROUTE 12' -0" MIN. 5' -0" MIN. (11 -4.6.3 FBC) w w r J � m 6" WHITE TYPICAL 12' -0" MIN. PARKING SPACE WIDTH PER LOCAL \ w w ORDINANCE m � w Q U UZ OZ a0 c0 Z �y 0 Q Oa I=- Z w Z 00 FREE TANDING SIGN MAX. EIGHT = 14.0' MAX. SIGN S RFACE AREA = 64 SF EMC OT ALLOWED SIGN BASE UST INCLUDE TWO STRUC URE SUPPORTS s° s° � s° s° ACCESS AISLE MUST BE STRIPED 6" BLUE DIAGONALLY WITH 6" WHITE CHEVRON EQUALLY SPACED TO DESIGNATE IT AS A NO- PARKING ZONE. (11 -4.6.3 FBC) 6" BLUE NOTE: CITATIONS TO FBC ARE TO THE FLORIDA ACCESSIBILIN CODE FOR BUILDING CONSTRUCTION CHAPTER 11 OF THE FLORIDA BUILDING CODE. CITATIONS TO FS ARE TO THE FLORIDA STATUTES. ACCESSIBLE PARKING SPACE(S) DESIGN FOR SINGLE LINE REQUIREMENTS W Q ry� V U) in O i� N.T.S 3' OR 5' SQUARE r � USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR UNIVERSAL SYMBOL OF ACCESSIBILITY • N.T.S. 4" 22 S.F. y 4" 22 S.F. MUTCD NOTE: SIZES MAY BE REDUCED APPROXIMATELY ONE -THIRD FOR LOW -SPEED URBAN CONDITIONS OR PARKING LOTS. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE UNLESS OTHERWISE SPECIFIED ON THE PLANS. PAVEMENT MESSAGE DETAIL (FDOT INDEX 17346 1 OF 1) N.T.S i r DOUBLE SOLID YELLOW (OR WHITE) LONGITUDINAL LINES (FDOT INDEX 17346 1 OF 1) N.T.S. I' s D I 00 1 2" MUTCD NOTE: SIZES MAY BE REDUCED APPROXIMATELY ONE -THIRD FOR LOW -SPEED URBAN CONDITIONS. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE UNLESS OTHERWISE SPECIFIED ON THE PLANS. TYPICAL DIRECTIONAL ARROWS N.T.S. PROPOSED - STOP" (R1 -1) SIGN Q wi PROPOSED - O U MCDONALD'S m DIRECTIONAL LLJ a SIGN v�/J ° PROPOSED - "STOP" (R1 -1) u) SIGN O U 24" WHITE STOP BAR WHITE PROPOSED "DO NOT ENTER" (R5- 1) SIGN WHITE PROPOSED "RIGHT - TURN ONLY" (R3 -5R) SIGN PROPOSED MCDONALD'S DIRECTIONAL ACCESSIBLE ENTRANCE W/- INTERNATIONAL SYMBOL OF ACCESSIBILITY (MOUNTED ON WALL) GULF TO BAY BOULEVARD 110' PUBLIC R/W WIDTH 44" (11- 4.6.2(1) FBC) 1:12 MAX. 0000000 1:12 MAX. PEDESTRIAN TRAFFIC &LEFT MCDONALD'S TURN ONLY" (R3 -5R) STOP BAR "STOP" (R1 -1) = a DIAGONAL ARROW PLAQUE D SIGN SIGN CTIONAL (W11 -2 & WW16 -7PL) SIRNCTIONAL 1WNER: ALLAN J. STOWELL FAMILY TRUST WHITE SIGN ZONING: C /MDR m I BLUE STRIPES R =3, ACCESSIBLE PARKING cM CD Z_ �50'R CONCRETE °° (11 -4.6.4 FBC) F.S. 318.18 SPACE CAN BE ON EITHER SIDE OF THE 1" SERIES "C" NOTE: SIDEWALK a _ e 20' ALLEY (VACATED) CURB POINT `..' WHITE U ACCESS AISLE P 6" YELLO MAY BE LEVEL WITH W W m 50'R 50'R _ 50'R R =3' `ft, ® e PAVEMENT AS AN (��N DO YELLOWY ¢ ° far R 2 a ALTERNATE SOLUTION VERSUS R =3, e: 6 -20 o 6" WHITE /f m PROVIDING A CURB YELLOW a ' Lu s °w EEa RAMP =3, R =50' WHITE (PAVEMENT LOGO IS (PAVEMENT LOGO IS LOT 2 WHITE LOT 3 / W CD OPTIONAL) U OPTIONAL) R =10' R =5' 12' -0" MIN. 5' -0" MIN. (11 -4.6.3 FBC) w w r J � m 6" WHITE TYPICAL 12' -0" MIN. PARKING SPACE WIDTH PER LOCAL \ w w ORDINANCE m � w Q U UZ OZ a0 c0 Z �y 0 Q Oa I=- Z w Z 00 FREE TANDING SIGN MAX. EIGHT = 14.0' MAX. SIGN S RFACE AREA = 64 SF EMC OT ALLOWED SIGN BASE UST INCLUDE TWO STRUC URE SUPPORTS s° s° � s° s° ACCESS AISLE MUST BE STRIPED 6" BLUE DIAGONALLY WITH 6" WHITE CHEVRON EQUALLY SPACED TO DESIGNATE IT AS A NO- PARKING ZONE. (11 -4.6.3 FBC) 6" BLUE NOTE: CITATIONS TO FBC ARE TO THE FLORIDA ACCESSIBILIN CODE FOR BUILDING CONSTRUCTION CHAPTER 11 OF THE FLORIDA BUILDING CODE. CITATIONS TO FS ARE TO THE FLORIDA STATUTES. ACCESSIBLE PARKING SPACE(S) DESIGN FOR SINGLE LINE REQUIREMENTS W Q ry� V U) in O i� N.T.S 3' OR 5' SQUARE r � USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR UNIVERSAL SYMBOL OF ACCESSIBILITY • N.T.S. 4" 22 S.F. y 4" 22 S.F. MUTCD NOTE: SIZES MAY BE REDUCED APPROXIMATELY ONE -THIRD FOR LOW -SPEED URBAN CONDITIONS OR PARKING LOTS. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE UNLESS OTHERWISE SPECIFIED ON THE PLANS. PAVEMENT MESSAGE DETAIL (FDOT INDEX 17346 1 OF 1) N.T.S i r DOUBLE SOLID YELLOW (OR WHITE) LONGITUDINAL LINES (FDOT INDEX 17346 1 OF 1) N.T.S. I' s D I 00 1 2" MUTCD NOTE: SIZES MAY BE REDUCED APPROXIMATELY ONE -THIRD FOR LOW -SPEED URBAN CONDITIONS. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE UNLESS OTHERWISE SPECIFIED ON THE PLANS. TYPICAL DIRECTIONAL ARROWS N.T.S. PROPOSED - STOP" (R1 -1) SIGN Q wi PROPOSED - O U MCDONALD'S m DIRECTIONAL LLJ a SIGN v�/J ° PROPOSED - "STOP" (R1 -1) u) SIGN O U 24" WHITE STOP BAR WHITE PROPOSED "DO NOT ENTER" (R5- 1) SIGN WHITE PROPOSED "RIGHT - TURN ONLY" (R3 -5R) SIGN PROPOSED MCDONALD'S DIRECTIONAL ACCESSIBLE ENTRANCE W/- INTERNATIONAL SYMBOL OF ACCESSIBILITY (MOUNTED ON WALL) GULF TO BAY BOULEVARD 110' PUBLIC R/W 50'R % 5 'R / REL. LP A�NO (2) PROPOSED "PARKING FOR CUSTOMERS WAITING FOR DRIVE THRU ORDER ONLY" G ° ° R =54' I SIGNS LP ° =10' ONLY ONLY I�I PR POSED n, -L I "DO OT ENTER" I 4" WHITE �YELLOW 3Ala4 WHITE (R5 -1) IGN (TYP.) ��VVVj I I © �4" WHITE YELLOW 12" WHITE � (IYP.) 4" DOUBLE 24" WHITE I 6" YELLOW,,,,,,., 6" YELLOW 6" YELLOW YELLOW I STOP BAR 6" WHITE R =50' YELLOW PROPOSED R =6' "DO NOT ENTER" R =5' THANK (R5 -1) SIGN LP a " YOU STOP WHITE PROPOSED LP "STOP" (R1 -1) O z r I I I I N LF I I I I I LP I I I YELLOW 6" BLUE (2) "PARKING BY DISABLED a SIGN 1 PERMIT ONLY" (FTP- 20 -06) & ' 6" YELLOW R =3' ©" WHIT "$255 FINE F.S. 318.18" /WHITE / ACC SSIBLE'l (R7 8B) SIGNS o dOlS WHITE 6" BLUE ACCESSIB E ENTRANCE W/ LL INTERNATIONAL SYMBOL R =10' U) b OF ACCESSIBILITY co (MOUN ED ON WALL) �CD LOT 16 LOT 15 I- �z N LOT 14 24" WHITE z - L STOP BAR /4YELLLOWE II Q / O��L¢LIU) 6" WHITE YELLOW 0 Q m U) < e J Q 4" WHITE W (n O (TYP.) �� 0O LL O Q "a R =3' Of O UL UL O z g © g � J � P / �YELL'OW O PROPOSED PROPOSED "RIGHT 24" WHITE PROPOSED PROPOSED PEDESTRIAN TRAFFIC &LEFT MCDONALD'S TURN ONLY" (R3 -5R) STOP BAR "STOP" (R1 -1) MCDONALD'S DIAGONAL ARROW PLAQUE D SIGN SIGN CTIONAL (W11 -2 & WW16 -7PL) SIRNCTIONAL 1WNER: ALLAN J. STOWELL FAMILY TRUST WHITE SIGN ZONING: C /MDR m I R =3, cM CD Z_ �50'R • p, p r °° °p F.S. 318.18 P 1" SERIES "C" • a _ e 20' ALLEY (VACATED) 22 50'R % 5 'R / REL. LP A�NO (2) PROPOSED "PARKING FOR CUSTOMERS WAITING FOR DRIVE THRU ORDER ONLY" G ° ° R =54' I SIGNS LP ° =10' ONLY ONLY I�I PR POSED n, -L I "DO OT ENTER" I 4" WHITE �YELLOW 3Ala4 WHITE (R5 -1) IGN (TYP.) ��VVVj I I © �4" WHITE YELLOW 12" WHITE � (IYP.) 4" DOUBLE 24" WHITE I 6" YELLOW,,,,,,., 6" YELLOW 6" YELLOW YELLOW I STOP BAR 6" WHITE R =50' YELLOW PROPOSED R =6' "DO NOT ENTER" R =5' THANK (R5 -1) SIGN LP a " YOU STOP WHITE PROPOSED LP "STOP" (R1 -1) O z r I I I I N LF I I I I I LP I I I YELLOW 6" BLUE (2) "PARKING BY DISABLED a SIGN 1 PERMIT ONLY" (FTP- 20 -06) & ' 6" YELLOW R =3' ©" WHIT "$255 FINE F.S. 318.18" /WHITE / ACC SSIBLE'l (R7 8B) SIGNS o dOlS WHITE 6" BLUE ACCESSIB E ENTRANCE W/ LL INTERNATIONAL SYMBOL R =10' U) b OF ACCESSIBILITY co (MOUN ED ON WALL) �CD LOT 16 LOT 15 I- �z N LOT 14 24" WHITE z - L STOP BAR /4YELLLOWE II Q / O��L¢LIU) 6" WHITE YELLOW 0 Q m U) < e J Q 4" WHITE W (n O (TYP.) �� 0O LL O Q "a R =3' Of O UL UL O z g © g � J � P / �YELL'OW O I R =3' I LP I ,4" WHITE (TYP.) s (TYP.) ° PROPOSED WHITE ' "DO NOT ENTER" (R5 -1) SIGN s ° r 0.65' WALL ZONING: C (COMMERCIAL) ZONING: MDR (MEDIUM DENSITY RESIDENTIAL) LP 4" WHITE D_ IY (TYP.) OO cq 4" WHITE\ (TYP.) \\ R =3' I I PF I I 1 50'R 3.61'R I I LP 29.0 28.0 27.0 26.0 25.00 'OSED DETENTION I S. BNDY OF LOT 9, W.M. BROWNS SUBDIVISION OF BAY VIEW F401111+ 819811i 1, RAISE q9 10' UTIL. ESM'T (O.R.B. 5301, PG. 2055) - -59R - - - -- 50'R + mj 3.02'R ROGERS STREET (VACATED) 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PISS. 35 & 36 MOUNTED ON WALL SIGN WHITE BORDER & QUANITY NAME 6 .. STOP (R1 -1) STANDARD PRE - PAINTED BACKGROUND � g_ O D � BLACK BORDER & RIGHT TURN ONLY (R3 -5R) D /4" WHITE (TYP.) PARCEL ID: 17- 29 -16- 03546- 000 -0010 BACKGROUND PARKING 8Y 1WNER: ALLAN J. STOWELL FAMILY TRUST WHITE DISABLED ZONING: C /MDR m I R =3, cM CD Z_ �50'R 50'R z 0'R F.S. 318.18 \ D 1" SERIES "C" R 1T q: CENTERS. (MOUNT WITH 5/16" x 2 _ e 20' ALLEY (VACATED) 22 POINT `..' WHITE U ° ; P 6" YELLO - W W m 50'R 50'R _ 50'R R =3' `ft, ® e • (��N DO YELLOWY ¢ ° far R 2 a `�6" WHITE LP R =3, e: 6 -20 o 6" WHITE ° m YELLOW a ' Lu s °w EEa DOUBLE HEAD ARROW * LP =3, R =50' WHITE U-1 LOT 2 WHITE LOT 3 / W CD I U i R =10' R =5' R =3' R =3' R =5' a / 4" WHITE d r0 I R =3' I LP I ,4" WHITE (TYP.) s (TYP.) ° PROPOSED WHITE ' "DO NOT ENTER" (R5 -1) SIGN s ° r 0.65' WALL ZONING: C (COMMERCIAL) ZONING: MDR (MEDIUM DENSITY RESIDENTIAL) LP 4" WHITE D_ IY (TYP.) OO cq 4" WHITE\ (TYP.) \\ R =3' I I PF I I 1 50'R 3.61'R I I LP 29.0 28.0 27.0 26.0 25.00 'OSED DETENTION I S. BNDY OF LOT 9, W.M. BROWNS SUBDIVISION OF BAY VIEW F401111+ 819811i 1, RAISE q9 10' UTIL. ESM'T (O.R.B. 5301, PG. 2055) - -59R - - - -- 50'R + mj 3.02'R ROGERS STREET (VACATED) 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PISS. 35 & 36 MOUNTED ON WALL SIGN WHITE BORDER & QUANITY NAME SYMBOL BLUE STOP (R1 -1) STANDARD PRE - PAINTED BACKGROUND � 2 DISABLED PARKING SIGN BLACK BORDER & RIGHT TURN ONLY (R3 -5R) ON 1/8" THICK SHEET LETTERS WHITE 1 ALUMINUM BACKGROUND PARKING 8Y 2 ACCESSIBLE ENTRANCE W/ GRAPHIC DISABLED � BLACK BORDER & PERMIT ONLY LETTERS WHITE cM CD Z_ BACKGROUND $255 FINE z ALL LETTERS F.S. 318.18 3/8" HOLES DRILLED ON 1" 1" SERIES "C" CENTERS. (MOUNT WITH 5/16" x 2 C_' 22 1/4" BOLTS, TOP AND BOTTOM OF w U SIGN) 0 A A 3 1/8" II 1J I I 5/8" a 11/2 2" HOT DIPPED GALVANIZED 1'X2' -6" CONCRETE MASS. STEEL FLANGED CHANNEL POST `° a FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED SECTION A -A WASH APPROXIMATELY 1/2" ABOVE LEVEL OF TURF /SOD. N.T.S. CONCRETE MASS ACCESSIBLE PARKING SPACE SIGN 12" x 18" 3'-0" N.T.S. NOTES: 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2.CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SIGN DETAIL. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180). 6. SIGN POST SHALL BE MIN. 2' -0" CLEAR FROM BACK OF CURB. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION SECTION 11 4.1.2. 9. ALL COMPONETS OF THE ACCESSIBILITY RAMPS MUST BE IN STRICT CONFORMANCE WITH FDOT STANDARD INDEX 304. LATEST REVISION. �III� j .III. I� I S GRAPHIC SCALE 1"=20' 40 20 10 0 20 POST SIGNS • j$211FINE R1 -1 36" R5 -1 36" W 11 -2 R3 -5R W/R W/R F.S. 318.18 30 "x30" 30 "x36" FTP -20 -06 12 "X1811 W /B /B & FTP -22 -06 12"X6" W/B W16 -7PL 24"x`12" PROPOSED SIGN QUANTITIES QUANITY NAME 4 STOP (R1 -1) 4 DO NOT ENTER (R5 -1) 2 PARKING BY DISABLED PERMIT ONLY (FTP -20 -06 & FTP- 22 -06) 2 RIGHT TURN ONLY (R3 -5R) 1 PEDESTRIAN TRAFFIC (W11 -2) 1 LEFT DIAGONAL ARROW PLAQUE (W16 -7PL) 1 VAN ACCESSIBLE (R7 -8B) 2 ACCESSIBLE ENTRANCE W/ GRAPHIC 3 I�2" 1 8' -0" Z O CL U co w U) z Or^ CO W W Q 0 m 1 U 7 L Q + 0 Q 6' -8" z� W o � LL N U 12" U a cM CD Z_ NOTE: ALL TEXT AND ARROW SHALL BE PAINTED YELLOW (PMS 123) z 0 �7I e C_' 22 D w U 0 `° `� w M W W m CD a DO m m Iii o Lu m Lu °w > z U-1 W CD U J U-1 a d r0 0 0 U Q 00 N Lid CV 1 0) 0 O 0 ui u) 1 Z z Q 2' -II5" 3' -6" 1 Q 5' -3/4" V �/ � DRIVE 2' 10„ z w > co 5' -3/4" W M Q THRU Z-10" rn o - 2 OJ 0 J m� O� (� W THANK 2' 10„ z z J 0 6' 0" YOU 2 ° 7 L Q + Q 6' -8" z� W o � LL N U 12" U a cM CD Z_ NOTE: ALL TEXT AND ARROW SHALL BE PAINTED YELLOW (PMS 123) z �7I e mot'' ct' PAVEMENT DIRECTIONAL ARROW AND w `° `� w DRIVE THRU MESSAGE DETAIL N.T.S. MARKING NOTES 1. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISI SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND T FLORIDA DEPARTMENT OF TRANSPORTATION "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM ". 2. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. THE STRIPING FOR ALL REGULAR PARKING SPACES SHALL BE MADE IN WHITE COLOR. YELLOW PAINT SHALL USED FOR NO PASSING, NO PARKING OR TO DESIGNATE A FIRE LANE. 3. STANDARD STENCIL AND PAINT COLOR: THESE ARE AVAILABLE AT THE PAVEMENT STENCIL COMPANY 1- 800 - 250 -5547. THE FOLLOWING DESCRIPTION IS WHAT THE CONTRACTOR MUST SAY TO PLACE AN ORDE THERE ARE NO PART NUMBERS ASSOCIATED WITH THESE. STENCILS: DESCRIPTION 1. DRIVE THRU 2. ROUND CIRCLE (DIRECTIONAL ARROW) 3. THANK YOU 4. DOUBLE - HEADED ARROW FOR A DOUBLE DRIVE -THRU IS MADE UP OF THREE COMPONENTS THAT THE LOT STRIPING COMPANY HAS. THE FIRST PIECE IS A PC SHA 12" W BY 36" L, A PC REVERSIBLE CURVED SHAFT 12" W BY 51" L AND THE LAST PIECE PH ARROW HEAD 38" L BY 36" W. 5. LANE STRIPE IS A 6" WIDE DONE BY THE LOT STRIPING COMPANY. PAINT COLOR: THIS IS FOR ALL DRIVE -THRU DIRECTIONAL STRIPING INCLUDING THE PAINTED STRIPE FOR THE LANE. THE PAINT COLOR SHOULD MATCH PMS 123 YELLOW 48 HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 W MM z Z 00 (D M N ILZ W Z z J W r_ Q _o U ONS 1-0 C6 HE E ~ \ / � U avo \ o Lu �� 2 O v W BE UM�1 Z R. W W Z (D Z W N J 00 N > FT IS A U) U a) C r- Z bC) co Z CO Z a) ca CL J U 01 O E Z Lo H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER FOUNDATION AND SOILS NOTES 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1804, THE MAXIMUM ALLOWABLE FOUNDATION PRESSURE, LATERAL PRESSURE OR LATERAL SLIDING - RESISTANCE VALUES FOR SUPPORTING SOILS NEAR THE SURFACE SHALL NOT EXCEED THE VALUES SPECIFIED IN THE FLORIDA BUILDING CODE TABLE 1804.2 UNLESS DATA TO SUBSTANTIATE THE USE OF A HIGHER VALUE ARE SUBMITTED AND APPROVED. PRESUMPTIVE LOAD - BEARING VALUES SHALL APPLY TO MATERIALS WITH SIMILAR PHYSICAL CHARACTERISTICS AND DISPOSITIONS. MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A PRESUMPTIVE LOAD - BEARING CAPACITY UNLESS DATA TO SUBSTANTIATE THE USE OF SUCH A VALUE ARE SUBMITTED. A PRESUMPTIVE LOAD - BEARING CAPACITY IS PERMITTED TO BE USED WHERE THE BUILDING OFFICIAL DEEMS THE LOAD - BEARING CAPACITY OF MUD, ORGANIC SILT OR UNPREPARED FILL IS ADEQUATE FOR THE SUPPORT OF LIGHTWEIGHT AND TEMPORARY STRUCTURES. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1805, FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTIONS 1805.1 THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL (CLSM). COMPACTED FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTION 1803.5. CLSM SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTION 1803.6. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10- PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10- PERCENT SLOPE). THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO THE FLORIDA BUILDING CODE SECTIONS 1805.2.1 THROUGH 1805.2.3. EXCAVATION, GRADING AND FILL NOTES 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, EXCAVATION AND FILL FOR BUILDINGS AND STRUCTURES SHALL BE CONSTRUCTED OR PROTECTED SO AS NOT TO ENDANGER LIFE OR PROPERTY. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING. WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNDER THE BUILDING. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, SLOPES FOR PERMANENT FILL SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR CUT SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. 3. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, NO FILL OR OTHER SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. 4. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.1, EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION. 5. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.2, THE EXCAVATION OUTSIDE THE FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, COBBLES AND BOULDERS OR A CONTROLLED LOW- STRENGTH MATERIAL (CLSM). THE BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED, IN A MANNER THAT DOES NOT DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. 6. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.3, THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5- PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. WHERE CLIMATIC OR SOIL CONDITIONS WARRANT, THE SLOPE OF THE GROUND AWAY FROM THE BUILDING FOUNDATION IS PERMITTED TO BE REDUCED TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2- PERCENT SLOPE). 7. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.4, WHERE FOOTINGS WILL BEAR ON COMPACTED FILL MATERIAL, THE COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN APPROVED REPORT, WHICH SHALL CONTAIN THE FOLLOWING: (1) SPECIFICATIONS FOR THE PREPARATION OF THE SITE PRIOR TO PLACEMENT OF COMPACTED FILL MATERIAL, (2) SPECIFICATIONS FOR MATERIAL TO BE USED AS COMPACTED FILL, (3) TEST METHOD TO BE USED TO DETERMINE THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF THE MATERIAL TO BE USED AS COMPACTED FILL, (4) MAXIMUM ALLOWABLE THICKNESS OF EACH LIFT OF COMPACTED FILL MATERIAL, (5) FIELD TEST METHOD FOR DETERMINING THE IN -PLACE DRY DENSITY OF THE COMPACTED FILL, (6) MINIMUM ACCEPTABLE IN -PLACE DRY DENSITY EXPRESSED AS A PERCENTAGE OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ITEM 3, (7) NUMBER AND FREQUENCY OF FIELD TESTS REQUIRED TO DETERMINE COMPLIANCE WITH ITEM 6. COMPACTED FILL MATERIAL LESS THAN 12 INCHES IN DEPTH NEED NOT COMPLY WITH AN APPROVED REPORT, PROVIDED IT HAS BEEN COMPACTED TO A MINIMUM OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. IMPORTANT NOTES TO CONTRACTOR 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 3. ON -SITE FILL IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL PERFORM THEIR OWN CALCULATION OF FILL MATERIAL NEEDED AND CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL VOLUME OF FILL MATERIAL NEEDED PRIOR TO BIDDING THE WORK. 4. DEWATERING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL DEPTH OF THE GROUND WATER PRIOR TO BIDDING THE WORK. 5. TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO PREVENT WIND EROSION. SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN DUST. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT INTERVALS OF ABOUT 15 TIMES THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. IRRIGATION WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND EROSION AND CONTROL BLOWN DUST. IF THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION DEVICE (STPD) TO PREVENT OFFSITE TRACKING OF MUD ONTO LOCAL STREETS. STPD SHALL BE CONSISTENT WITH FDOT STANDARD INDEX 106. 6. ALL PROPOSED ON -SITE PARKING /DRIVEWAY AREAS TO BE CURBED WITH FDOT TYPE 'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 7. REFER TO SHEET C -5.4 & C -5.5 FOR CROSS SECTIONS. 8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 9. THE GENERAL CONTRACTOR SHALL PROVIDE A SUITABLE ON -SITE WASH DOWN AND CONCRETE DISPOSAL AREA. DISPOSAL OF CONCRETE SLURRY DIRECTLY OR INDIRECTLY INTO THE COUNTY SEPARATE STORM SEWER SYSTEM OR ONTO A COUNTY RIGHT -OF -WAY IS A VIOLATION OF SECTION 58 -244 OF THE PINELLAS COUNTY LAND DEVELOPMENT CODE. SECTION 58 -239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $10,000.00 FOR EACH OFFENSE. 10. ROADWAY PAVEMENT IS NOT TO BE DISTURBED. DAMAGES TO THE ROADWAY PAVEMENT WILL REQUIRE MILLING AND RESURFACING AS DIRECTED BY THE AREA INSPECTOR. EX. STORM MANHOLE N. RIM EL. = 28.84' CONTRACTOR TO INSTALL INLE" PROTECTION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES (TY 1 x� s� a EX. CURB INLET X' o° TOP EL. = 28.92' THROAT EL.= 28.14' N. INV EL. = 24.62' (18" RCP) E. INV. EL = 25.17' (14" PVC) BOTTOM EL. 24.97' AREA FOR PARKII�IG BY DISABLED ER�# ONLY MAXIMUM LOPE 1:50 IN ALL DIRECTIONS. i L.L w I �0a X O" J co m VJ � `O �o U)i xti� O�// w U X MEET & MATC EX.ASPHALT PAVEMENT �k x EX.ASPHALT `611 X EX.ASPHALT GULF TO BAY BOULEVARD ' 110' PUBLIC R/W PROPOSED FDOT VALLEY GUTTER SEGMENT PER FDOT DESIGN EX.ASPHALT STANDARD INDEX 300. SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB CONTRACTOR TO INSTALL INLET MEET &MATCH PROTECTION PRIOR TO . SIDEWALK COMMENCEMENT OF ANY EX P) A w CONSTRUCTION ACTIVITIES (TYP) �0 D a0 15 titi 18 '09. tip' do tia• �5 14 tio. °� moo. oti ryo. ox 18 �G �0. �Cr Rg. .` . �G `1q. �L. �O. .2RF l° .� >F,.T° n -+O 6!>� ti'�. h•4. •.95 BAY HEIGHTS na ' 3 �: s AT OK 1 AGE 9.:1 45 P.O.B. 48'M; 50'R g ° x oti x N.E. COR R �J FIR 1/2" 0.60'S., 1.37'W. N.W. CORNER ON -SITE T.B.M. REL. LP cs �� 22 ° Xqq��° F *_O 16 �° k> SET NAIL &T x x - -.b - -- - - - -t- LB73 F.M. o EX. CURB INLET � � °2 yo o� ' , �EL.= 30.2 30 � F 6 `. 08 S., 1. TOP EL. = 29.90' T . B: 0 6 a - 6 m 21 THROAT EL.- 29.12' oh 2g.15.ZC LP o53 °� ��g1 28.83 X MEET & MATCH N. INV EL. = 24.30'(28" RCP) 28.61 • t� 0.10 12 OI° k EX. SIDEWALK E. INV. L. 24.28' (28" RCP) TC X B -7 1 0� �1 28.84 TOS E. INV. M = 2 4.35 (4" PVC) 2g33' F + RAMP SLOPE �� 1 23 o x 3 X19 BOTTOM EL. 24.35' B -6 T- 2a.a1'o 1:12 (MAX) J c-10 5pya 29.00 tiro I 1 10z X05 s 6 ❑9 1 ao 1 RAMP SLOPE PROPOSED CONCRETE DRIVEWAY AND X0.9 �c 28.50/\ 0 4 'Os. 2865 2829. F� C .C, . 27.4( 0, ti' ti' �; v x i V, °;, :35; _ o X 29.8 d �� o `2� 9.25 - 9.55 dp R > >TC 29'50X _29.7 30.3�sX'�Z Xx x o� ST -6 x ST -3 RAMP SLOPE 21 3q>2 sos4� °0„;0 �OSo 1:12'I (MAX) 29.75 0 29.80 °y� ��ti x�� !sJ x 23 o X X 1 29. 29.55 29.75 29.80 � 1 CROSS SLOPE 10 x C.0 x ' o°� 1:50'i (MAX) 29.75 30.30 sOO9 b sOg CONTRACTOR SHALL NOT 1 / RAMP SLOPE 4 Z Z j H s USE WELDED WIRE MESH f 1:12 (MAX) 2g 85 < II Q o00 92> REINFORCEMENT IN PROPOSED ❑9 J 1 OS� x °of W _j Q LU ° ° ��9 95 x CONCRETE PAVEMENT WITHIN Lij 1 29.95 30.50 X- '� < m Ix ~ � x o�9 0 ° 5 FT OF LOOP DETECTOR 1 co LLI J Q °xa 3 29.65 j CROSS SLOPE I> II o9i ° 1 1:50 (MAX) ST ~ Q 06o m 0 W 0 co 1 �0 k r4� 0_ Z IX fo U' x uj " e cn 29.75 -- R. L. - -- 30_0 9x E p LL O z ' 9 o LP -- - - - - -- 30.W di C3 9� E9 �7 ! A i0 501 X X �.. X S ti go11 �o U to U' J M y CONTRACTOR SHALL NOT M "'° Q : x� e ' USE WELDED WIRE MESH 9.9c A- e x P REINFORCEMENT IN PROPOSED ;r, yo`' o �9s� 29.95 CONCRETE PAVEMENT WITHIN a sp 5 FT OF LOOP DETECTOR As M Xo 29.90 30.50 X °' k ti9a� g >' R '''6� n TYPE 'F' 17 r MYAKh(A1�OILS AND URBAN AND TC Q> & yRB 0� 4 3q6 FL?gpD ZONE'X o0.)o0 xso X -16, x X90 > X <so� 01 x B-4 xti PROPOSED 9 ° BOLLARD ❑ 30.35 17 30.50 m 5 (TYP.) 29.65 > P �. _ I 23 .50 30. 30.00 x B h x X x o� � T309 � _9� o 29.3 < ° x ti z ti° x RAMP SLOP 1:12 (MAX ° � 1 1 23 21 1:12 (MAX) , 0- SIDEWALK TO BE 6" THICK MINIMUM. < a 0 1 �� - �� CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. (CONSTRUCT DRIVEWAY PER ti so 66.T x 29.90 11 O� 1 Qj p�• 16 x 29 90 x CROSS SLOPE \ INDEX 515 "GENERAL APPLICATION" 29.30 a r 9(0 2g 75 1 LP URBAN RADIAL TURNOUTS) 9.50�s� 301" B -1 ° 1:50 (MAX) X�Q ° ti °�� 1 ' 1 >9as ° LP x LL 2j �� x ?F TO l X PROPOSED CONCRETE SIDEWALK WITHIN STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. T xti BOLLARD X X RIGHT -OF -WAY TO BE 6" THICK MINIMUM AND X21. LP 29.50 so�o 29.65 16 �O �O 7� TC �00 F�L + ,olio SHALL COMPLY WITH FDOT STANDARD INDEX 29.45 ohs (TYP.) • 30.00' Q $�, 0 20 304 - PUBLIC SIDEWALK CURB RAMPS AND CONTRACTOR SHALL NOT USE WE D WIRE MESH ��> 276>i. �° S.E. CORNER o• OFLOT3 �0. ��. ��. ti X x 310 - CONCRETE SIDEWALK x i V, °;, :35; _ o X 29.8 d �� o `2� 9.25 - 9.55 dp R > >TC 29'50X _29.7 30.3�sX'�Z Xx x o� ST -6 x ST -3 RAMP SLOPE 21 3q>2 sos4� °0„;0 �OSo 1:12'I (MAX) 29.75 0 29.80 °y� ��ti x�� !sJ x 23 o X X 1 29. 29.55 29.75 29.80 � 1 CROSS SLOPE 10 x C.0 x ' o°� 1:50'i (MAX) 29.75 30.30 sOO9 b sOg CONTRACTOR SHALL NOT 1 / RAMP SLOPE 4 Z Z j H s USE WELDED WIRE MESH f 1:12 (MAX) 2g 85 < II Q o00 92> REINFORCEMENT IN PROPOSED ❑9 J 1 OS� x °of W _j Q LU ° ° ��9 95 x CONCRETE PAVEMENT WITHIN Lij 1 29.95 30.50 X- '� < m Ix ~ � x o�9 0 ° 5 FT OF LOOP DETECTOR 1 co LLI J Q °xa 3 29.65 j CROSS SLOPE I> II o9i ° 1 1:50 (MAX) ST ~ Q 06o m 0 W 0 co 1 �0 k r4� 0_ Z IX fo U' x uj " e cn 29.75 -- R. L. - -- 30_0 9x E p LL O z ' 9 o LP -- - - - - -- 30.W di C3 9� E9 �7 ! A i0 501 X X �.. X S ti go11 �o U to U' J M y CONTRACTOR SHALL NOT M "'° Q : x� e ' USE WELDED WIRE MESH 9.9c A- e x P REINFORCEMENT IN PROPOSED ;r, yo`' o �9s� 29.95 CONCRETE PAVEMENT WITHIN a sp 5 FT OF LOOP DETECTOR As M Xo 29.90 30.50 X °' k ti9a� g >' R '''6� n TYPE 'F' 17 r MYAKh(A1�OILS AND URBAN AND TC Q> & yRB 0� 4 3q6 FL?gpD ZONE'X o0.)o0 xso X -16, x X90 > X <so� 01 x B-4 xti PROPOSED 9 ° BOLLARD ❑ 30.35 17 30.50 m 5 (TYP.) 29.65 > P �. _ I 23 .50 30. 30.00 x B h x X x o� � T309 � _9� o 29.3 < ° x ti z ITEM m a X139.95 0- CONST. ± 90 L.F. OF TYPE "F" CONC. CURB AND GUTTER. < a ❑4 x < CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. MITERED END SECTION ti 25.00 4 / PAVEMENT, SEE TYPICAL SECTION SHEET C -7.1. \ �s 6T 29.30 F° X l i �s x�yyo INSTALL TYPE III SILT-- FENCE AROUND ENTIRE CONSTRUCTION LIMITS s -3y 'se. O° 99�,TC X 1R11 X 0`1 X EX. ASPHALT 2� l . 2y sFQ l PROPOSED CO�PRETE F�LbME S.W. CORNER r OF LOT 1 SIR FIR 5/8" L 1 X 13.?+N.; I .1 pox 2 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 9s FL: 28_,: 1 �s p s9�e ;.+ 8 00 �0> PROPOSED DETENTION POND TYPE 'F' 1 tip' > TOP OF BANK EL. = +29.0 FT NAVD CURB (TYP) k 2." 0.65' WAL� TOE OF SLOPE EL. = +25.0 FT NAVD 29 0 �8 X 1 s� 1o. S.H.W.L. EL. = +24.0 FT NAVD 1 29.60 l (LP D.L.W. (W Q.T.) EL. = +27.35 FT NAVD 00 B 1 ` tia' D.H.W. (25YR -1 HR) EL. = +28.65 FT NAVD 0 ITEM DESCRIPTION ❑ X139.95 -` CONST. ± 90 L.F. OF TYPE "F" CONC. CURB AND GUTTER. B -5 Fuss ❑4 co TOP OF BANK CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. MITERED END SECTION ST -1 25. DRI ST -4 ii3.F 25.00 4 15" RCP CLASS III PAVEMENT, SEE TYPICAL SECTION SHEET C -7.1. 3 ^n: $o� 1 aG9: i0 29.30 SLAB, 6' -8" HIGH MASONRY WALL, SEE TYP. SECTION SHEET C -7.2. i 9(0 25.40 1 LP �8 9.50�s� y c / 1 o 0.15 PROPOSED ti °�� 1 ' 1 >9as ° 29.30x c x �xa a O 2j �� x ZGZ ' CONST. ± 40 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 1 L 'to A STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 14 xti BOLLARD X 6.99: iC FLUME CONST. ± 68 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT X21. LP 29.50 w= Y O 16 - 1 1 88°38'R 18 29.45 4 (TYP.) • 30.00' 19 CONST. ± 92 S.F. 4" THICK CONCRETE SIDEWALK. 20 } Q m CONTRACTOR SHALL NOT USE WE D WIRE MESH ��> 276>i. �° S.E. CORNER o• OFLOT3 SECTION 11 -4.29, LATEST EDITION. ti X x m LATEST EDITION .8, :' �9iS2.T m REINFORCEMENT IN PROPOSED X SIR 9.10 f 30.10 ® r� . f' °• x T °. xis x 29.00 INSTALL TYPE III SILT S. BNDY. OF LOTSto2&3, CONCRETE PAVEMENT WITHIN 5 FT OF LOOP DETECTOR > FIR 1/2" �ctihy�� ST -2 �� F x °, �0 �>6�0 . 6s fc >� l 9 2 0.00 9 �o. . 29.50 a" ROGERS STREET > 29 4 �� G Fq. -V2" LB# 2862 29.25 ° ' _ e° 29,.8Q 9ZO ST -5 LP LO INSTALL TYPE III SILT 28.0 U Q 29.5W �'oy, TYP°E'F' D 2 ° 30.00 X �h�° EX. ASPHALT Xis >s 110 k FENCE AROUND ENTIRE CONSTRUCTION LIMITS SLOPE 4:1 N o. o CURB �.:.^ a> PROPOSED 11 1 ' ° '� ,y CONCRETE CURB. TOP B -8 CV 29.706 . �1 7 OLLARD9o'�.T B- 9�'IJTYP.) c 2 1 otiti ti x �" f- 29.65 �� 5 �� .�I30.b �� x x O W It X`9�. O ��Q TC' o� �`1`b1 * LP a� ❑9 0 z o Lu x 30.00 30.00 I- ��ti� z N 9 x 2 X x x / 3 M w LU w � 30.20 5° a Tc / 9 30.,0 R.L. 30.00 1 ",is �d6' x� - 1 B.M. .6.300 L. l� - 0 00 4 LP 1 � x 9� 3( 1 29.80 29.80 ON -SITE T. .M 29.90 30.E SET NAIL &I TIN 28.61' NAV658 �° o` .,.: _° do ,• e -PROPOSED Xl x�06� X as ; x s�lTO x BOLLARDS 5 FC iC:287; g 28.34 I X Ft tl fib (4 REQ.) 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 9s FL: 28_,: 1 �s p s9�e ;.+ 8 00 �0> PROPOSED DETENTION POND TYPE 'F' 1 tip' > TOP OF BANK EL. = +29.0 FT NAVD CURB (TYP) k 2." 0.65' WAL� TOE OF SLOPE EL. = +25.0 FT NAVD 29 0 �8 X 1 s� 1o. S.H.W.L. EL. = +24.0 FT NAVD 1 29.60 l (LP D.L.W. (W Q.T.) EL. = +27.35 FT NAVD 00 B 1 ` tia' D.H.W. (25YR -1 HR) EL. = +28.65 FT NAVD 0 ITEM DESCRIPTION ❑ CONST. ± 466 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. OF CURB FLUSH WITH CONST. ± 90 L.F. OF TYPE "F" CONC. CURB AND GUTTER. B -5 26.0 ❑4 co TOP OF BANK CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. MITERED END SECTION ST -1 25. DRI ST -4 ii3.F 25.00 4 15" RCP CLASS III PAVEMENT, SEE TYPICAL SECTION SHEET C -7.1. 3 PROPOSED DETENT 29.30 SLAB, 6' -8" HIGH MASONRY WALL, SEE TYP. SECTION SHEET C -7.2. i CONST. ± 27,750 S.F. OF ASPHALT PAVEMENT AND BASE, SEE 25.40 vj - �8 9.50�s� y c STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 11 �c x tie3g6 F FT�� kn`'�' ' >9as ° 29.30x c x I 2j �� x ZGZ ' CONST. ± 40 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 1 L 'to A STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 14 4 25.40 STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 6.99: iC FLUME CONST. ± 68 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT X21. LP 29.50 xx� 16 1 1 1 88°38'R 18 CONST. 66 LF OF CONC. VALLEY GUTTER PER FDOT INDEX 4 300, 1 OF 1, LATEST EDITION 19 CONST. ± 92 S.F. 4" THICK CONCRETE SIDEWALK. 20 2s 10' UTIL. ESM'T (O. R.B. 5301 2055) T. 21 ��> 276>i. �° S.E. CORNER o• OFLOT3 SECTION 11 -4.29, LATEST EDITION. ti X x m LATEST EDITION x� DROP CURB SEGMENT, CURB FLUSH AT PAVEMENT 9 10 4 1 29.25 ,gib SIR 9.10 0 z k FV.28 3.0Z.R2 :TC FIR 5/8" 25.91:FL3.515'N.; 0.36'W. �o X 29.00 INSTALL TYPE III SILT S. BNDY. OF LOTSto2&3, 29.0 LP FIR 1/2" �ctihy�� 200 9. w FENCE AROUND ENTIRE BAY HEIG CONSTRUCTION LIMITS PLAT BOOK 1 P kGE 115 �>6�0 . 6s fc >� l 9 A- Fv. 258 X- titi Z3 ROGERS STREET <TC�s �� G Fq. -V2" LB# 2862 IL X tiV? PROPOSED 6%X 8" X LO (VACATED) 1� O 28.0 U Q w X w tih0� X �h�° EX. ASPHALT Xis >s 110 k SLOPE 4:1 N CONCRETE CURB. TOP TAG LEGEND ITEM DESCRIPTION ❑ CONST. ± 466 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. OF CURB FLUSH WITH CONST. ± 90 L.F. OF TYPE "F" CONC. CURB AND GUTTER. NUMBER 26.0 ❑4 C. -2 TOP OF BANK CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. MITERED END SECTION ST -1 25. DRI ST -4 ii3.F 25.00 4 15" RCP CLASS III PAVEMENT, SEE TYPICAL SECTION SHEET C -7.1. 3 PROPOSED DETENT ST -5 SLAB, 6' -8" HIGH MASONRY WALL, SEE TYP. SECTION SHEET C -7.2. CONST. ± 27,750 S.F. OF ASPHALT PAVEMENT AND BASE, SEE 25.40 F ° 10 CONST. ± 108 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT y c STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 11 SLOPE 4:1 x MITERED END SECTION ��. 1� _ 1 y PROPOSED CONCRETE CONST. ± 56 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT PROPOSED STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 13 CONST. ± 40 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 14 CONST. ± 74 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 25.40 STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 6.99: iC FLUME CONST. ± 68 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 29.50 STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 16 CONST. ± 626 S.F. 4" THICK CONCRETE SIDEWALK WITH PAVERS. 26.64 : FL + X 88°38'R 18 CONST. 66 LF OF CONC. VALLEY GUTTER PER FDOT INDEX 4 300, 1 OF 1, LATEST EDITION 19 CONST. ± 92 S.F. 4" THICK CONCRETE SIDEWALK. 20 2s 10' UTIL. ESM'T (O. R.B. 5301 2055) T. 21 ��> 276>i. �° S.E. CORNER o• OFLOT3 SECTION 11 -4.29, LATEST EDITION. ti X x m LATEST EDITION x� DROP CURB SEGMENT, CURB FLUSH AT PAVEMENT S89 '51" 150. M; 15 ' 265p8 SIR 3.61'R 0 z k FV.28 3.0Z.R2 :TC FIR 5/8" 25.91:FL3.515'N.; 0.36'W. �o INSTALL TYPE III SILT S. BNDY. OF LOTSto2&3, j0.28,35 FIR 1/2" �ctihy�� w FENCE AROUND ENTIRE BAY HEIG CONSTRUCTION LIMITS PLAT BOOK 1 P kGE 115 tt, A- Fv. 258 X- 3.55'N.; 1.04'W'x Fes' FiR 5 8„ - Z3 ROGERS STREET <TC�s �� G Fq. -V2" LB# 2862 IL �s6911 tiV? �3r°k7'N.; 0.34'W. tihy�5 d LO (VACATED) 1� O 0 U Q w X w tih0� X �h�° EX. ASPHALT Xis >s 110 k TAG LEGEND ITEM DESCRIPTION ❑ CONST. ± 466 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. ❑2 CONST. ± 90 L.F. OF TYPE "F" CONC. CURB AND GUTTER. NUMBER CONST. ± 266 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. ❑4 CONST. ± 431 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. ❑5 CONST. ± 204 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. MITERED END SECTION CONST. ± 238 L.F. OF TYPE "F" CONIC. CURB AND GUTTER. 25.00 CONST. ± 3,090 S.F. OF 6" THICK REINFORCED CONCRETE 15" RCP CLASS III PAVEMENT, SEE TYPICAL SECTION SHEET C -7.1. 3 DUMPSTER ENCLOSURE, 770 S.F. OF 6" THICK REINFORCED CONC. ST -5 SLAB, 6' -8" HIGH MASONRY WALL, SEE TYP. SECTION SHEET C -7.2. FDOT TYPE "C" INLET CONST. ± 27,750 S.F. OF ASPHALT PAVEMENT AND BASE, SEE 25.40 TYPICAL SECTION SHEET C -7.1. 10 CONST. ± 108 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 29.25 STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 11 CONST. ± 108 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT MITERED END SECTION STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 12 CONST. ± 56 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT PROPOSED STANDARD INDEX 304,2 OF 6 (CR 3). RAMP SLOPE 1:12 MAX. 13 CONST. ± 40 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 14 CONST. ± 74 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 25.40 STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 15 CONST. ± 68 S.F. 4" THICK CONCRETE CURB RAMP PER FDOT 29.50 STANDARD INDEX 304,4 OF 6 (CR 20). RAMP SLOPE 1:12 MAX. 16 CONST. ± 626 S.F. 4" THICK CONCRETE SIDEWALK WITH PAVERS. 17 CONST. ± 510 S.F. 4" THICK CONCRETE SIDEWALK. 18 CONST. 66 LF OF CONC. VALLEY GUTTER PER FDOT INDEX 4 300, 1 OF 1, LATEST EDITION 19 CONST. ± 92 S.F. 4" THICK CONCRETE SIDEWALK. 20 CONST. ± 52 L.F. OF TYPE "D" CONC. CURB. 21 DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE, o SECTION 11 -4.29, LATEST EDITION. 22 DETECTABLE WARNING SURFACE PER FDOT PER INDEX 304, m LATEST EDITION 23 DROP CURB SEGMENT, CURB FLUSH AT PAVEMENT STORMWATER COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM /GRATE ELEV. INV. ELEV. BOTTOM ELEV. NUMBER STRUCTURE (FT) (FT) (FT) ST -1 MITERED END SECTION - - - -- 25.00 - - - -- 15" RCP CLASS III PER FDOT INDEX 273 3 ST -4 ST -5 ST -2 FDOT TYPE "C" INLET 29.25 25.40 25.40 ST -3 FDOT TYPE "C" INLET 29.25 25.80 25.80 ST -4 MITERED END SECTION - - - -- 25.00 - - - -- PROPOSED PER FDOT INDEX 273 ST -5 FDOT TYPE "C" INLET 29.50 25.40 25.40 ST -6 FDOT TYPE "C" INLET 29.50 25.80 25.80 ST -7 CLEANOUT 30.50 26.50 - - - -- MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING WITHIN GULF TO BAY BOULEVARD (S.R. 60) RIGHT -OF -WAYS PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 616 - MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. [a j` .III. S GRAPHIC SCALE 1"=20' 40 20 10 0 20 STORMWATER COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) SIZE & MATERIAL SLOPE ( %) 1 ST -1 ST -2 124 15" RCP CLASS III 0.32 2 ST -2 ST -3 132 15" RCP CLASS III 0.30 3 ST -4 ST -5 133 15" RCP CLASS III 0.30 4 ST -5 ST -6 132 15" RCP CLASS III 0.30 5 ST -2 ST -7 110 12" PVC SDR 26 1.00 LEGEND 48 HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. z 0 a tY U to w 0 U) z O W w � Q 0 ml 9 U EXISTING PROPERTY LINE 1 EXISTING X1)v ELEVATION 28.10 ❑ PROPOSED ELEVATION FLOW DIRECTION PROPOSED DRIVEWAY CENTER -LINE R.L- ______ PROPOSED RIDGE -LINE ST PROPOSED STORM CD SEWER LINE PROPOSED EROSION CONTROL PROPOSED ASPAHLTIC W W m PAVEMENT PROPOSED a . ° a ° a° a ° d CONCRETE 4 PAVEMENT /PAD/ 0 w SIDEWALK 48 HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. z 0 a tY U to w 0 U) z O W w � Q 0 ml 9 U CD M W W m m co 0 w ca m o Q m F- Lu > 0 z w w U w Z3 M Q W d d LO i0 0 U Q co N LO CV 1 6 O O 0 Lu I- U) Z ^J 1..1. rW V Z Z Q Q Q 06 C) a� < ~ Z LLJ J co co 0 D � m� Q �O J Cq °° LL Q Ow U z LL Z O 5� �> < w w J N0 o U d M O co c) Z Z 4 4 O� LL] Lu LLJ M M z z M U-, M N � u Z ILL L1 z z J LLJ r_ Q .o U F � U a% \ o Lu O U LI-I U Lu L1 Z Z LLI N J N > U U t r Z bo � co Z CO Z C J U co � 0o E Z Lo I- J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER NOTES TO CONTRACTOR 110' PUBLIC R/W EX.ASPHALT GULF TO BAY BOULEVARD EX. ASPHALT 1. ASSURE COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONTRACTOR TO INSTALL INLET �o CONTRACTOR TO INSTALL INLET CONSTRUCTION. PROTECTION PRIOR TO ° PROTECTION PRIOR TO N z COMMENCEMENT OF ANY COMMENCEMENT OF ANY O 2. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION ACTIVITIES (TYP) w CONSTRUCTION ACTIVITIES (TYP) a CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL U MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS ,5_' EX. SAN EX. SAN EX. SAN EX. SAN EX. SAN ? ? tO bo ?9 'V p `� w PROVIDED BY CHAPTERS 40D -4 AND 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES ?6 a ggAN �. EX. SAN 9 ¢ ° ?669. rye. R0 `1°r 'Xh `1or 0'S �. p'1. p .. �'�N ti ti S PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER p� ? >. �c �o. T xo. tip' �c• tip' xo. tio' �c tia ?��ro sF,rC ° 4 z OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE ��. F`' F` 1` l l f l U) OFFENSE. / , w E . °': � JA''+D: ...� �. • . I71 O .. EX. �NPA EX IA. . EX. 1yM N%M." EX. WM EX. WM EX. WM EX VJM 3. NOTIFY THE OWNER IN WRITING IF OTHER SOURCES OF POLLUTION ARE BEING STORED, Ex , ^:mr EX. WM EX. WM E ' x�wM L OTHERWISE USED DURING CONSTRUCTION OF THE PROJECT (E.G; OILS, FUELS, FERTILIZERS, - 5 X v �p� x TEL k 1 W PESTICIDES, OTHER CHEMICALS, ETC). THIS NOTIFICATION SHALL BE ACCOMPANIED WITH THE s> rc s xp �° �° Of X X k ON -SITE T.B.M. x Flo '° CONTRACTOR'S DESIGN INCLUDING MEANS AND METHODS TO BE USED TO PREVENT POLLUTION / rc. �° > SET NAIL & TIPI p x o °' °�. ° Q FROM THESE SOURCES. e s 6 o o '� EL.= 30.29' Wb88 Q �ti .� X�po ?$12 O,A? �' 0600 y � x & `v h 4. IF RELEASES OF REPORTABLE QUANTITIES OF OIL, COMBUSTIBLES OR HAZARDOUS MATERIAL CONTRACTOR HAUL �0 6 off. F� °�� ti OCCUR NOTIFY NATIONAL RESPONSE CENTER (800) 424 -8802 IMMEDIATELY, NOTIFY PERMITTING ROUTE (TYP) 2915'.F� " 'S °' �0 x F 054 °' titi' ' 28.83 x } AUTHORITHY IN WRITING WITHIN 14 DAYS AND MODIFY THE POLLUTION PREVENTION PLAN TO 2a 61 X�� °��F� k Fu3 I GRAPHIC SCALE 1"=20' m INCLUDE THE DATE OF RELEASE, CIRCUNSTANCES LEADING TO THE RELEASE AND STEPS TAKEN 955.TC 50.0' S °0`� X 28.84 1 TO PREVENT REOCURRANCE OF THE RELEASE. FLy� lTCS0 29.0p tig 6 a z ya '00" 5` 6 5. INSPECT ALL EROSION CONTROL MEASURES REGULARLY DURING CONSTRUCTION (WEEKLY) ti °�� EXIST. ±18 LF 4" PVC SANITARY 40 20 10 0 20 0 AND AFTER EACH RAINFALL AND REPAIRE AND /OR REPLACE AS NECESSARY TO MAINTAIN x x ° po SEWER LATERAL AND CLEANOUT 0 ADEQUATE CONTROL OF EROSION AND SEDIMENTATION FOR THE DURATION OF THE PROJECT. ?066 N X"1° ��0�' °�ti � °hh TO REMAIN AND BE PROTECTED X x� X� ti THROUGHOUT CONSTRUCTION SITE SPECIFIC NOTES N 22 o o 0 0 6. TAKE ALL REASONABLE MEASURES TO ASSURE THAT SEDIMENTED AND /OR POLLUTED X PERIOD. ch w w m m STORMWATER IS NOT DISCHARGED FROM THE SITE. " n }o dooOAQ. 3 X EXIST. 1 -1/2" WATER METER & Q x k F . R ro 06,E o O BACKFLOW PREVENTER TO 1. EXISTING SOILS: MYACA SOILS AND URBAN LAND z w °� m m 7. USE DETENTION PONDS AS SEDIMENTATION BASINS OR CREATE SEDIMENTATION BASINS AS �/ Fri x l x x x REMAIN AND BE PROTECTED F- Q m o 0 l jo 30.66: ?y �° U D W NEEDED. �O >, 3015.E + + TC:3o.68 >o ,o- THROUGHOUT CONSTRUCTION 2. HYDRAULIC CONDUCTIVITY: 3.8 INCHES / HOUR w w U 0 ?a ?o FL: 30.24 PERIOD. ?s .6s. oss (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 11/19/2013) O C0 Fn ¢ w 0- 8. PREPARE INSPECTION REPORTS SUMMARIZING NAME OF INSPECTOR(S), QUALIFICATIONS OF > ti0�� '��rc x w p w m Q INSPECTOR(S), MEASURES /AREAS INSPECTED, OBSERVED CONDITIONS AND CHANGES LLI x 3. SEASONAL HIGH WATER ELEVATION = 24.0 FT N.A.V.D. NECESSARY TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). J so o° >6. 01'� X20 >> 50�6�5 pe °� (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 11/19/2013) 9. NOTIFY THE ENGINEER IN WRITING IF STORMWATER POLLUTION PREVENTION MEASURES ARE U 7865 �� ' >sX x x sx l >Sc Xx x `� ?6066. 4. RECEIVING WATER BODY OR STORMWATER COLLECTION SYSTEM: DIRECT RUNOFF TO BAY CV O _j 7879. TC x 30) L10 66. lC `" so INEFFECTIVE AND IF REVISION TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE ? sr x so N o NEEDED. o S IL TRACKING PREVENTION DEVICE o �o� �ti x ?y x x I 5. FLOOD ZONE INFORMATION: ZONE "X" (FLOOD INSURANCE RATE MAP COMMUNITY -PANEL ! C) �o. 5° s O (n co p o' 60 (TPD) SHALL BE CONSTRUCTED TO �F NUMBER: 12103C0128G, MAP REVISED 9/03/2003) O 10.MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES, INCLUDING DATES WHEN MAJOR GRADING °. PREVENT OFFSITE TRACKING OF MUD. X x O ACTIVITIES OCCUR, DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE ON A PORTION x STPD SHALL BE CONSISTENT WITH FDOT o0 6. APPROXIMATE CONSTRUCTION START DATE: 8/2014. Q OF THE SITE, DATES WHEN CONSTRUCTION ACTIVITIES PERMANENTLY CEASE ON A PORTION OF 0 �TANDARD INDEX 106. x ° - THE SITE AND DATES WHEN STABILIZATION MEASURES ARE INITIATED ON THE SITE. LL ti�0. I LOT] LOT 15 °9 O60T 14 7. APPROXIMATE CONSTRUCTION COMPLETION DATE: 12/2014. LLI 11. INITIATE SITE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE U so ° ti °�o ?9eto 0 8. CONSTRUCTION SEQUENCE IS AS FOLLOWS: COMPLETE EROSION CONTROL INSTALLATION, WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. 6? x x x x sx X DEMOLITION, CLEARING AND GRUBBING, DETENTION POND EXCAVATION, EARTHWORK ACTIVITIES, xi 30.08 ?969 0 °y� STORMWATER SYSTEM CONSTRUCTION, UTILITY CONSTRUCTION, BASE AND PAVEMENT J 12. MAINTAIN A COPY OF THE CONSTRUCTION PLANS WHICH INCLUDE THE CONSTRUCTION o z78o8TC I xso�� x ?99J �' CONSTRUCTION, FINAL STABILIZATION. n SURFACE WATER MANAGEMENT PLAN (CSWMP) ON SITE. x 30» 9. PERMANENT STORMWATER DRAINAGE FOR THE SITE IS PROVIDED BY ROOF DRAINS LEADS, AND CATCH BASINS. NEW BUILDING WILL CONNECT TO PROPOSED SITE STORMWATER EROSION AND SEDIMENTATION CONTROL NOTES c �a° X0,9 x �° o x MANAGEMENT SYSTEM. O 2995 k 2989 ?9 >,oX° I A 10. DEVELOPABLE AREA / CONSTRUCTION AREA: 55,751 SF (1.28 AC) 1. ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN ADDITION TO °J�y� F X X X �> m TOTAL SITE AREA: 55,751 SF (1.28 AC) THOSE PRESENTED ON THESE CONSTRUCTION DOCUMENTS SHALL BE IMPLEMENTED PRIOR TO I ° °�o ?9 ?6 0 °°' z START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE TO PREVENT k 301 k x 11. RUN -OFF CURVE NUMBERS ('CN' AVERAGE): TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTY, ROADWAYS AND STREETS, ��p 5ph� o ?96 PRE - DEVELOPMENT CONDITION: CN =87 ui AND SILTATION OF STORM SEWERS, WATERWAYS AND WETLANDS. �� vj s so POST - DEVELOPMENT CONDITION: CN =80 > `1• ,\p y� 2. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED k�9$3 yob' p s0y9 12. THE STORMWATER MANAGEMENT SYSTEM, FOLLOWING COMPLETION OF CONSTRUCTION AND ui WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT X o ?y - APPROPRIATE AS -BUILT SUBMITTALS AND ENGINEERING CERTIFICATIONS, WILL BE OPERATED NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND 3o MYAKKASOILS AND URBAN AND ?9J ?OA�erc so`> J066 -1 AND MAINTAINED BY MCDONALDS CORPORATION. WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 6¢ FC19PD ZONE 'X' 9 6X l x o X z �? X x x X �° 13. THE POTENTIAL SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING so r x r x o CONSTRUCTION ACTIVITIES. 3. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF x �� > <.o so,i 06069 'b.' o THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY ��. °�. ? .06 �, PCEL I 'P°/- 29 -16- 03546 - 000 -1010 ( O MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER OWI R: ALLA J. S4pQ: 1M FAMC�Y TRUST EX. ASPHALT ZO�G: C /MD o fn DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT pti° Doti °� ��o NOTES TO OWNER EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. �� y� x F� X 29.95 y DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORM WATER RUNOFF F1'• 29.75 ti °0 m X 'R x � 50'R 50'R 1. ASSURE THAT ALL EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO COMMENCEMENT OF 0 FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO " x r° o x�r. 5� X x x ?6 0 ,2 . ?y �. �. ?9 ?y ��p� Fro ro x x gyp. CONSTRUCTION ACTIVITIES AND BE MAINTAINED THROUGH CONSTRUCTION. EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION /TURBIDITY CONTROL ?6 ?6s-9T ?96 >? tia�h' 79 >6 0 �o> X2`10 °` �p� m rn MEASURES IF CONDITIONS WARRANT. 9? ° ti �° >> >9 n°� o ?9 2g 96 2. PRIOR TO CONSTRUCTION SIGN AND SUBMIT A NOTICE OF INTENT FORM TO THE v / Q X � 20' ALLEY ti° _ = 6y � N (VACATED) ? N 0° ENVIRONMENTAL PROTECTION AGENCY AS PERMITTEE AND OPERATOR OF THIS FACILITY, ALONG O w % M 4. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION OPERATIONS SUCH THAT THE AREA OF °pti ��5 9uJx ti° WITH A NARRATIVE STATEMENT CERTIFYING THAT THE STORMWATER POLLUTION PREVENTION LLB M UNPROTECTED ERODIBLE EARTH EXPOSED IS NOT LARGER THAN THE MINIMUM AREA NECESSARY x x PLAN (SWPPP) PROVIDES COMPLIANCE WITH APPROVED STATE OF FLORIDA ISSUED PERMITS, Q FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED 0 EROSION AND SEDIMENTATION CONTROL PLANS AND STORMWATER MANAGEMENT PLANS. O Q CONSTRUCTION SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE 'R �� 0'R %� ?9 �°ti �� "0 50'R 2 ?9s? �° ti o �� i ?9 �s F` Js 'rc x 3. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY, ALONG WITH THE ABOVE m SCHEDULED AND PERFORMED SO THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY m �c• tia o � Rs. r° x F W THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT o x ° x ly'`EVELOPABLE AREA / x x X l X eX EX. CERTIFICATION, A COPY OF THE COVER PAGE OF THE STATE OF FLORIDA PERMIT ISSUED BY THE Q O PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF ,o x Fro ?09 °� FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION AND /OR THE SOUTHWEST FLORIDA Q J CONDITIONS ON THE PROJECT PERMIT. x ° �h �� STRUCTION AREA `��8 ti� o WATER MANAGEMENT DISTRICT. J m LL ��h�e REA = 55, 751 S F (1.28 A�o INSTALL TYPE III SILT 4. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY A COPY OF THE NOTICE OF INTENT TO 5. PERMANENT DETENTION AREA(S) AND /OR TEMPORARY SEDIMENTATION BASIN(S) SHALL BE tio• I X a' X FENCE AROUND ENTIRE W CONSTRUCTED AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES AS PART OF THE goy. < CONSTRUCTION LIMITS THE APPLICABLE OPERATOR OF THE MUNICIPAL SEPARATE STORMWATER SYSTEM. 5 CONSTRUCTION SURFACE WATER MANAGEMENT PLAN. THE CONTRACTOR SHALL CREATE ?9 titi G Q ?9 Ri. ti° 5. SIGN AND SUBMIT A NOTICE OF TERMINATION FORM UPON COMPLETION OF CONSTRUCTION O J POSITIVE DRAINAGE FOR DIRECTING ANTICIPATED RUNOFF TO THE SEDIMENTATION BASIN y ?� 0J. ro ?9 LU x 61 � s, - AND FINAL STABILIZATION OF THE SITE TO THE ENVIRONMENTAL PROTECTION AGENCY AND ALL AREA(S). WHEN REQUIRED, DEWATERING SHALL INCLUDE PROVISIONS TO RETAIN AS MUCH x X w ?6 x �. �? ?9 vv tr APPLICABLE GOVERNMENTAL ENTITIES. O C� Q WATER ON -SITE AS POSSIBLE. ?s >9J6T o x ?69R�T y °• ° U 6. SEDIMENT BASINS, PERIMETER SWALES, SILT FENCES, BERMS, SEDIMENT TRAPS, VEGETATIVE X l x p�ti 0o W U C ~ w W c pp J BUFFERS AND OTHER MEASURES INTENDED TO DETAIN SEDIMENT AND /OR PREVENT THE _k x ti��° `p x x w ZO V J N U MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, LOT 1 .a ?0 LOT 2 x ��. •F x r, LOT 3 U d ,fib `a >6 SHALL BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED ��1° vo l ?8966 ? FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES. SILTATION x x10 x 6Q ? ?06�5'r x�e c+) o (D CONTROLS SHALL BE INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER TO ENSURE °�� x� 069 .� x ?e9? � o Z SURFACE WATER QUALITY CONDITIONS ARE IN COMPLIANCE WITH STATE WATER QUALITY yy° ?�f >sr X e'� P CO x Z r / ti ?� LL co m STANDARDS. x l o �J J ON -SITE Ti L lJ Lu SET NAIL IN RO�p� z 7. ALL STORMWATER INLETS, ON -SITE AND ADJACENT TO THE PROJECT, SHALL BE PROTECTED .ti R� �,L.= 28.61' NA8 �� `�0 I w Z USING SEDIMENT TRAPS (I.E. STAKED HAY BALES) AND FILTER FABRIC SHALL BE PLACED BENEATH eos k 2a. ��. s >� rc x z M (D 00 00 GRATES WHICH SHALL BE MAINTAINED AND REPLACED DURUNG CONSTRUCTION AS REQUIRED. INSTALL TYPE III SILT x X x Zp; X x l X x - r0 ? rC 28.34 -f- r , n cal w FENCE AROUND ENTIRE ." 66? 5; F2 + TC:28.71 c. ?6 `J w CONSTRUCTION LIMITS ?8s 9s FL: 28.35 �2 ?�y? ?0s69r ° B 8. ALL EXTERIOR SWALES, DITCHES AND CHANNELS SHALL BE SODDED WITHIN (3) DAYS OF ?p 6 sy o ! Oe ° >> Z Z J EXCAVATION. ALL OTHER INTERIOR SWALES, DITCHES AND CHANNELS INCLUDING DETENTION oo ?R9�6rc �ti� k l x W p (Q, PONDS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. xti5 X X� ZONING: C (COMMERCIAL) <. '26 ZONING: MDR (MEDIUM DENSITY RESIDENTIAL) N z 9. FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE ?0s >6O �� E : U IY \ �! CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM Q = SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE ti� k `ro .I Iw � \ Q ui LENGTH OF TIME THE STOCKPILES WILL BE KEPT. IN NO CASE SHALL UNSTABILIZED STOCKPILE I k �� x /� ? ?6> LEGEND 0 EXISTING r rr x t r 0. ' C X x J6 ;� LLJ REMAIN MORE THAN THIRTY (30) DAYS. 2a�9 F� k X l c ?6 ° 290r ?�o> e °6 rc ?o� ?> x U 10. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED WEEKLY, ESPECIALLY �s Fro 28.04 ° ti�g6 ?a '� x r, ® ° ° ° ° PROPERTY LINE x C`) ! x l ZC. �1 0 n °? X 2 AFTER EACH RAINFALL AND WILL BE REPAIRED AND /OR REPLACED AS REQUIRED. FC 21' x Ur EXISTING Z 11. TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO X ELEVATION PREVENT WIND EROSION. SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, X �� tip° 50 28.1 O W AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN DUST. BARRIERS \/ PROPOSED PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT INTERVALS OF ABOUT 15 TIMES ? >6 �6e ?Ar 2> x ELEVATION z THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. IRRIGATION WITH WATER ?R o 29.0 s� x 69 �titi UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND e° ?� >s ?TO X �� 28.0 0 �h x FLOW DIRECTION Z EROSION AND CONTROL BLOWN DUST. IF THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR x �? 27.0 PROPOSED EROSION LLJ SHALL CONSTRUCT A TEMPORARY GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION �1 TC; .20 CONTROL N J DEVICE (STPD) TO PREVENT OFFSITE TRACKING OF MUD ONTO LOCAL STREETS. STPD SHALL BE �6 0 2 • FL: 74 cli CONSISTENT WITH FDOT STANDARD INDEX 106. EX. ASPHALT 25. 2�.33.F� EX. ST EXISTING STORM 4? (>-' ?6 PoROPO D DETEN 77' SEWER LINE 12. THE CONTRACTOR SHALL REPORT ALL OFF -SITE SURFACE WATER DISCHARGES WITH c �� ti �� ti° �c. �o. >06 ,r� ?00 6g° rc ? ! TURBIDITY IN EXCESS OF 29 NTUS ABOVE BACKGROUND LEVEL TO AIR AND WATER QUALITY s m X c9 - _ _ _ _ _ _ _ R.L. _ _ _ _ - PROPOSED PROTECTION WITHIN 24 HOURS AFTER OCCURRENCE AS PER THE REQUIREMENTS OF THE NPDES �o ?o'� >, x S. BNDY OF LOT 9 x p�� RIDGE -LINE o Z_ PERMIT. NOTIFICATION SHALL INCLUDE CAUSE OF THE PROBLEM, CORRECTIVE ACTIONS TAKEN, x�� lr° I W.M. BROWNS SUBDIVISION OF BAY VIEW 99:TC �6� n m Z AND INSTALLATION OF ADDITIONAL EROSION /SEDIMENT CONTROLS NOT SHOWN ON THE , 26.64:FL + x ST PROPOSED STORM cn Z APPROVED CONSTRUCTION PLAN DRAWINGS. - - - - - - - - - - - - - - - - - - - - - - - - - - - SEWER LINE Q - J 13. WHEN CONSTRUCTION IS COMPLETE, THE PERMANENT DETENTION BASIN SHALL BE >9x ti °� �� ?6��50'R 6/S ./0 x�o c>3 REGRADED AND RE- SODDED IN ACCORDANCE TO THE CONSTRUCTION PLANS. ANY SOD PLACED - - - - - OR - - _ - - - - - -x 5QR- - - _ - - - - - - - - - -mac- o � Z ON SLOPES EXCEEDING 3:1 TO BE ANCHORED BY STAKES, AND /OR ENGINEER'S APPROVED _ _ - - o c Q X. METHOD. PERMANENT DETENTION AREAS SHALL BE TOTALLY CLEANED OUT AND OPERATE ° m I F0;26 0a rn H J PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. ti x FL2� 26.42:TC `� ?? o p ©COPYRIGHT 2014 X ?? Q ?. � p 25.91: FL �� ,5 ?2 ?0 °6rc' INSTALL TYPE III SILT `�h yp0 ?s j0•, 26.38 /C;I'Rh° THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO FENCE AROUND ENTIRE ti a 25. \ SHEET: x ��, ' ? CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED CONSTRUCTION LIMITS IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. ROGERS STREET I\°,� � (VACATED) ?s p X cy �° X 48 HOURS 6> w ,x tih�� ryy0° EX. ASPHALT x ?s >S tiX BEFORE YOU DIG "CALL SUNSHINE" 58626 BRAULIO GRAJALES 1- 800 - 432 -4770 FL Registration No. Professional Engineer Sign Date 7568 COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER NOTES TO CONTRACTOR 1. FEDERAL LAW PROHIBITS THE POINT SOURCE DISCHARGE OF POLLUTANTS, INCLUDING THE DISCHARGE OF STORMWATER ASSOCIATED WITH LARGE OR SMALL CONSTRUCTION ACTIVITIES TO WATER OF THE UNITED STATES WITHOUT A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. UNDER THE STATE OF FLORIDA'S AUTHORITY TO ADMINISTER THE NPDS STORMWATER PROGRAM, OPERATORS THAT HAVE STORMWATER DISCHARGE ASSOCIATED WITH LARGE OR SMALL CONSTRUCTION ACTIVITIES TO SURFACE WATERS OF THE STATE, INCLUDING THROUGH A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4), MUST OBTAIN COVERAGE EITHER UNDER THE GENERIC PERMIT OR AN INDIVIDUAL PERMIT. 2. THERE A SPECIFIC ELIGIBILITY CRITERIA AND LIMITATIONS ON COVERAGE THAT CAN BE REVIEWED IN THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES DATED MAY 2003 (HENCEFORTH REFERRED TO AS "THE GENERIC PERMIT "). ACTIVITIES SPECIFICALLY DESCRIBED IN THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE COVERED. ANY ACTIVITY NOT SPECIFICALLY DISCUSSED IN THIS SWPPP MAY NOT BE COVERED AND SHOULD INMEDIATELY BE INDENTIFY TO THE TO THE SIGNATURE AUTHORITY (OWNER AND GENERAL CONTRACTOR) ON THE POSTED NOTICE OF INTENT (NOI). 3. OPERATOR SEEKING COVERAGE UNDER THIS GENERIC PERMIT TO AUTHORIZE STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY FOR NEW LARGE OR SMALL CONSTRUCTION ACTIVITIES SHALL FILE AN NOI FOR COVERAGE UNDER THIS PERMIT AT LEAST TWO (2) DAYS BEFORE COMMENCEMENT OF CONSTRUCTION. SHOULD THE OPERATOR CHANGE DURING CONSTRUCTION, THE NEW OPERATOR SHALL FILE AN NOI FOR COVERAGE UNDER THIS PERMIT AT LEAST TWO (2) DAYS BEFORE ASSUMING CONTROL OF THE PROJECT AND THE PREVIOUS OPERATOR SHALL FILE A NOTICE OF TERMINATION (NOT) TO TERMINATE PERMIT COVERAGE. 4. A COPY OF THE NOI CONFIRMING COVERAGE UNDER THIS GENERIC PERMIT SHALL BE POSTED AT THE CONSTRUCTION SITE IN A PROMINENT PLACE FOR PUBLIC VIEWING. 5. THE PERIOD OF COVERAGE UNDER THIS GENERIC PERMIT IS EFFECTIVE TWO (2) DAYS AFTER THE DATE OF SUBMITTAL OF THE COMPLETE NOI TO THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION (FDEP). COVERAGE UNDER THIS GENERIC PERMIT IS LIMITED TO A TERM NOT TO EXCEED FIVE (5) YEARS FROM THE EFFECTIVE DATE OF COVERAGE. 6. EXCEPT AS NOTED IN THE GENERIC PERMIT, ALL DISCHARGES COVERED BY THIS PERMIT SHALL BE COMPOSED ENTIRELY OF STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY AND DISCHARGES OF MATERIAL OTHER THAN STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE IN COMPLIANCE WITH AN FDEP PERMIT (OTHER THAN THIS PERMIT) ISSUED FOR THE DISCHARGE OR BE EXEMPT FROM PERMITTING. 7. THE FOLLOWING NON - STORMWATER DISCHARGES MAY BE AUTHORIZED BY THIS PERMIT PROVIDED THE NON - STORMWATER COMPONENT OF THE DISCHARGE IS IN COMPLIANCE WITH THE GENERIC PERMIT AND THE DISCHARGE ACTIVITIES ARE LISTED AND DESCRIBED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROVIDED BELOW: DISCHARGES FORM FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING, WATERS USED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES (WASTEWATERS FORM A MORE THOROUGH CLEANING, INCLUDING THE USE OF DETERGENTS OR OTHER CLEANERS, IS NOT AUTHORIZED BY THIS PERMIT) OR CONTROL DUST, POTABLE WATER SORCES INCLUDING WATERLINE FLUSHING, IRRIGATION DRAINAGE, ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT US DETERGENTS, PAVEMENT WASTEWATER WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILL MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED, AIR CONDITIONING CONDENSATE, SPRINGS, AND FOUNDATIONS OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS. 8. DISCHARGES RESULTING FROM GROUND WATER DEWATERING ACTIVITIES AT CONSTRUCTION SITES ARE NOT COVERED BY THIS PERMIT. APPLICANTS FOR THESE DISCHARGES MUST OBTAIN COVERAGE UNDER FDPE'S GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON - CONTAMINATED SITE ACTIVITY. 9. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BE PREVENTED OR MINIMIZED IN ACCORDANCE WITH THE APLICABLE STORMWATER POLLUTION PREVENTION PLAN FOR THE FACILITY OR ACTIVITY. THIS PERMIT DOES NOT RELIEVE THE OPERATOR OF THE REPORTING REQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR IN EXCESSS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER 40 CFR 117 OR 40 CFR 302, OCCURS DURING A 24 HOUR PERIOD: A. THE OPERATOR IS REQUIRED TO NOTIFY THE STATE WARNING POINT AT (800) 320 -0519 OR (850) 413 -9911 AS SOON AS HE OR SHE HAS KNOWLEDGE OF THE DISCHARGE; B. THE OPERATOR SHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE A WRITTEN DESCRIPTION OF: THE RELEASE INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT SUCH RELEASE OCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN, TO FDEP, NPDES STORMWATER SECTION, MAIL STATION 2500, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA 32399 -2400. C. THE SWPPP BELOW MUST BE MODIFIED WITHIN 14 CALENDAR DAYS OF THE KNOWLEDGE OF THE RELEASE TO: PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLAN MUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE. 9. THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN ON -SITE SPILL. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 1. A STORMWATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED FOR EACH CONSTRUCTION SITE COVERED BY THIS PERMIT. THE PLAN SHALL IDENTIFY POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED TO AFFECT THE QUALITY OF STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ADDITION, THE PLAN SHALL DESCRIBE AND ENSURE THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES WHICH WILL BE USED TO REDUCE THE POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. FACILITIES MUST IMPLEMENT THE PROVISIONS OF THE STORMWATER POLLUTION PREVENTION PLAN REQUIRED UNDER THIS PART AS A CONDITION OF THIS PERMIT. FAILURE TO DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE REQUIREMENTS OF THIS PART SHALL BE DEEMED A VIOLATION OF THIS PERMIT AND MAY RESULT IN ENFORCEMENT ACTION. 2. THE PERMITTEE SHALL AMEND THE PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OF THE STATE OR AN MS4, INCLUDING THE ADDITION OF OR CHANGE IN LOCATION OF STORMWATER DISCHARGE POINTS, AND WHICH HAS NOT OTHERWISE BEEN ADDRESSED IN THE PLAN. THE PERMITTEE ALSO SHALL AMEND THE PLAN IF IT PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED IN THE GENERIC PERMIT OR IN OTHERWISE ACHIEVING THE GENERAL OBJETIVES OF CONTROLLING POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ADDITION, THE PLAN SHALL BE AMENDED TO IDENTIFY ANY NEW CONTRACTOR AND /OR SUBCONTRACTOR THAT WILL IMPLEMENT A MEASURE OF THIS SWPPP.AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATED, AND KEPT AS ATTACHMENTS TO THE ORIGINAL PLAN. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN WILL ENSURE COMPLIANCE WITH ALL PROCEDURES OUTLINED IN THIS PLAN. STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM INSPECTION MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVEN THAT IS 0.50 INCHES OR GREATER PROJECT NAME FDEP NPDES STORMWATER IDENTIFICATION NUMBER: LOCATION RAIN DATA TYPE OF CONTROL DATE INSTALLED / CURRENT CONDITION CORRECTIVE ACTION / OTHER REMARKS A. INSTALL TEMPORALY PERIMETER EROSION (SEE BELOW) MODIFIED (SEE BELOW) B. INSTALL STABILIZED CONSTRUCTION ENTRANCE U CONDITION CODE: G = GOOD M = MARGINAL, NEEDS MAINTENANCE OR REPLACEMENT SOON P = POOR, NEEDS IMMEDIATE MAINTENANCE OR REPLACEMENT C = NEEDS TO BE CLEANED O = OTHER LOCATION 1. SILT FENCE 10. STORM DRAIN INLET PROTECTION 19. REINFORCED SOIL RETAINING SYSTEM 28. TREE PROTECTION 2. EARTH DIKES 11. VEGETATIVE BUFFER STRIP 20. GABION 29. DETENTION POND 3. STRUCTURAL DIVERSION 12. VEGETATIVE PRESERVATION AREA 21. SEDIMENT BASIN 30. RETENTION POND 4. SWALE 13. RETENTION POND 22. TEMPORARY SEED / SOD 31. WASTE DISPOSAL / HOUSEKEEPING 5. SEDIMENT TRAP 14. CONSTRUCTION ENTRANCE STABILIZATION 23. PERMANENT SEED / SOD 32. DAM 6. CHECK DAM 15. PERIMETER DITCH 24. MULCH 33. SAND BAG 7. SUBSURFACE DRAIN 16. CURB AND GUTTER 25. HAY BALES 34. OTHER 8. PIPE SLOPE DRAIN 17. PAVED ROAD SURFACE 26. GEOTEXTILE 9. LEVEL SPREADERS 18. ROCK OULET PROTECTION 27. RIP -RAP INSPECTOR INFORMATION: NAME QUALIFICATION DATE THE ABOVE SIGNATURE ALSO SHALL CERTIFY THAT THIS FACILITY IS IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES IF THERE ARE NOT ANY INCIDENTS OF NON - COMPLIANCE IDENTIFIED ABOVE. I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED UPON 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. NAME (RESPONSIBLE AUTHORITY) DATE EROSION AND SEDIMENT CONTROLS - STABILIZATION 1. TEMPORARY STABILIZATION - SOIL AND BASE MATERIALS STAGED, STOCKPILED, OR STORED ON -SITE ALONG WITH ANY DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND STRAW MULCH NOT LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED SHALL BE APPLIED AT A RATE TO ENSURE APPROPRIATE COVERAGE TO PREVENT EROSION. FERTILIZATION WILL BE PROVIDED PRIOR TO SEEDING. AFTER SEEDING, STRAW MULCH OR MATTING MATERIAL WILL BE APPLIED IN ORDER TO PREVENT EROSION AND HOLD THE SEED UNTIL IT GERMINATES AND IS ESTABLISHED. APPLICATION RATES AND THE CHOICES OF STRAW OR MATTING IS SLOPE DEPENDENT, SUB -BASE AND BASE MATERIALS WILL BE APPLIED TO PAVED AREAS AND COMPACTED TO TEMPORARILY STABILIZE THEM UNTIL PAVEMENT IS APPLIED. TEMPORARY STABILIZATION STRUCTURES AND MATERIALS WILL BE MAINTAINED UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE. 2. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH SOD OR OTHER GROUND COVER AS DESCRIBED IN THE LANDSCAPE PLANS NOT LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY THE SOD AND OTHER PLANTINGS SHALL BE MAINTAINED IN A MANNER TO PRESERVE AND MAINTAIN HEALTHY GROWTH. STRUCTURAL PRACTICES 1. THE SILT FENCE SURROUNDING THE CONSTRUCTION SITE WILL BE THE PRIMARY METHOD TO CONTROL THE QUALITY OF RUNOFF UNTIL THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS INSTALLED AND OPERATIONAL. TEMPORARY SILT BARRIERS USING EITHER HAY BALES OR SUPPLIER SPECIFIC ATTACHMENTS MAY BE INSTALLED TO PROTECT THE NEWLY INSTALLED STORMWATER MANAGEMENT SYSTEM UNTIL THE DRAINAGE AREAS ARE STABILIZED. THE CONTRACTOR WILL PROTECT ALL STORMWATER INLETS WITHIN AFFECTED AREAS TO PREVENT SILT OR SEDIMENT FROM ENTERING THE PUBLIC STORWATER MANAGEMENT SYSTEM. THIS CAN BE ACCOMPLISHED THROUGH SEVERAL COMMONLY ACCEPTED PRACTICES SUCH AS SAND BAGS, INFILTRATION PIPE WRAPPED IN GEOTEXTILE, ETC. 2. SEDIMENT BASINS ARE NOT REQUIRED FOR SITES UNDER 10 ACRES BUT ARE RECOMMENDED DEPENDING UPON THE EXPECTED PRECIPITATION DURING THE CONSTRUCTION PERIOD. SEDIMENT BASINS OR TRAPS SHOULD NOT BE CONSTRUCTED IN THE STORMWATER MANAGEMENT POND AREAS UNLESS ACCUMULATED SEDIMENT AND SILT ARE REMOVED FROM THE SITE ONCE CONSTRUCTION IS COMPLETE AND AS LONG AS THE CONSTRUCTION EQUIPMENT REMOVING THE ACCUMULATED SEDIMENT AND SILT WILL NOT EXCESSIVELY COMPACT THE AREA WITHIN THE POND HINDERING INFILTRATION OF THE SOILS. NOTE: THE GENERAL CONTRACTOR SHALL FILL IN THE BLANKS AS INFORMATION BECOMES AVAILABLE. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUBCONTRACTORS TO SIGN THIS PLAN AND MAKE THEM COMPLY WITH ALL REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION. K• P► 1r: Z•] �y3i ] :Zi]ra�:asara�rrr_l�lil��j>r \fir 1. WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED SECURELY IN DUMPSTERS. SEPARATE DUMPSTERS WILL BE MAINTAINED FOR COMMON TRASH AND CONSTRUCTION DEBRIS IN THAT THESE ARE DISPOSED OF AT DIFFERENT LOCATIONS. COMMON TRASH WILL BE CONNECTED AND STORED IN A LIDDED DUMPSTER TO PREVENT WIND BLOWN DISTRIBUTION AND ACCESS BY VECTORS OR ANIMALS. THE DUMPSTERS WILL MEET LOCAL GOVERNING AGENCY'S SOLID WASTE REGULATIONS AND WILL BE DUMPED A MINIMUN OF ONCE A WEEK OR MORE OFTEN AS REQUIRED. NO WASTE MATERIALS WILL BE BURIED ON- SITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER WASTE HANDLING AND DISPOSAL PROCEDURES. 2. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY THE LOCAL GOVERNING AGENCY, THE STATE OF FLORIDA, FEDERAL GOVERMENT, OR BY THE MANUFACTURER, SITE PERSONNEL WILL BE INSTRUCTED IN THE PRACTICES. 3. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUN OF THREE TIMES PER WEEK BY COMPANY, LICENSED IN GOVERNING JURISDICTION AS A SANITARY WASTE MANAGEMENT CONTRACTOR. •» �yrr�aa[ y��r: 7_[y:11r[H1�17.1��r<K•]�rr3i71 A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AND MAINTAINED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL STREETS WITH CONSTRUCTION ENTRANCES WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. BASED UPON SITE CONDITIONS, WATER WILL BE SPRAYED BY MECHANICAL MEANS TO CONTROL FUGITIVE DUST EMISSIONS PREVENTING THEM FROM LEAVING THE CONSTRUCTION SITE. MAINTENANCE / INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES. THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.5 INCHES OR GREATER AS FOLLOWS: DISTURBED AREA AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE STORMWATER SYSTEM. THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT MEASURES ARE EFFECTIVE IN PREVENTING OR MINIMIZING THE DISCHARGE OF POLLUTANTS INCLUDING RETAINING SEDIMENT ON -SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF THE REPORT AND SHALL BE COMPLETE WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT OF THE FENCE. 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASIN WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. ANY DIVERSION DIKE WILL BE INSPECTED AND BREACHES PROMPTLY REPAIRED. 7. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 8. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS SHOWN ON THIS SHEET. 9. THE GENERAL CONTRACTOR'S ON -SITE FOREMAN WILL SELECT THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTION, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSABILITIES WILL RECEIVE TRAINING THROUGH THE GENERAL CONTRACTOR. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON -SITE IN GOOD WORKING ORDER. 11. A QUALIFIED INSPECTOR IS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS A PERSON THAS HAS SUCCESSFULLY COMPLETED AND MET ALL REQUIREMENTS NECESSARY TO BE FULLY CERTIFIED THROUGH THE FDEP STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM; HAS SUCCESFULLY COMPLETED AN EQUIVALENT FORMAL TRAINING OR PRACTICAL EXPERIENCE IN THE FILED OF STORMWATER POLLUTION PREVENTION AND EROSION AND SEDIMENT CONTROL. RETENTION OF RECORDS 1. THE PERMITTEE OWNER SHALLL RETAIN COPIES OF THE STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED. 2. THE PERMITTEE GENERAL CONTRACTOR SHALL RETAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REPORTS, RECORDS AND DOCUMENTS REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE, OR AN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE NOI, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. ALL OF THESE RECORDS, DOCUMENTS, ETC. WILL BE PRESENTED TO THE OWNER TO BE RETAINED FOR THE PERIOD SPECIFIED ABOVE. NON - STORMWATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON - STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD. AL NON - STORMWATER DISCHARGES WILL BE DIRECTED INTO A SEDIMENT BASIN PRIOR TO DISCHARGE IF THE DISCHARGE IS NOT CAPTURED BY THE SILT FENCE PRIOR TO CONSTRUCTION OF THE ON -SITE STORMWATER MANAGEMENT SYSTEM OR ENTERS THE ON -SITE STORMWATER MANAGEMENT SYSTEM. 1. WATER FORM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCURRED. 3. UNCONTAMINATED GROUNDWATER FROM DE- WATERING EXCAVATION. 4. WATER FROM HIRE FIGHTING ACTIVITIES. SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES 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 STORMWATER RUNOFF. HOUSEKEEPING PRACTICES Ira��•7 ��i]► i► ll�[ H:[• I� )L9�C1��I►CH�:L[•�rNl�y ►i91�� 3��.7 ��• P�9�. Z.7:e �9rr�. 1�1: �1►[ ejr :IxKU:69rd�L•�r[•]►:�:Zialx•�1 1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. 2. ALL MATERIALS STORED ON -SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. 3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. 4. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. 5. WHENEVER POSSIBLE, ALL OF PRODUCT WILL BE USED BEFORE DISPOSING OF THE CONTAINER. 6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. HAZARDOUS PRODUCTS THESE SERVICES WILL BE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS: 1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY CANNOT BE RESEALED. 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL /STATE /FEDERAL RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE PETROLEUM PRODUCTS - ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED ANY ASPHALT SUBSTANCES USED ON -SITE WILL BE APPLIED TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZE - FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORMWATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORE WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO ON -SITE OR COUNTY STORMWATER MANAGEMENT SYTEMS, BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS OR LOCAL, STATE, FEDERAL REGULATIONS. CONCRETE TRUCKS - CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISPOSE OF SURPLUS CONCRETE OR DRUM WASH WATER ON THIS SITE. SPILL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION CLEANUP: 1. MANUFACTURE'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON -SITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, SHOVELS, RAGS, GLOVES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3. ALL SPILLS WILL BE CLEANED UP AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE STATE WARNING POINT AS EARLIER DESCRIBED REGARDLESS OF SIZE. 6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE, A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN RESPONSIBLE FOR THE DAY -TO -DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. THE PROJECT FOREMAN WILL DESIGNATE AT LEAST THREE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA, IN THE OFFICE TRAILER ON -SITE AND NEAR THIS PLAN. ��ri7: 7Jd► �4_ �r�: ali 7��r[•7��;7A9�Nl�r1�[•7_�r[•P I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONEEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSON 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. SIGNED: DATE: NAME & TITLE: NOTE: THE INDIVIDUAL SIGNING THIS IS THE SAME INDIVIDUAL WHO SIGNS (ED) THE NOTICE OF INTENT (NOI) SECTION VI CERTIFICATION. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. GENERAL CONTRACTOR FIRM: ADDRESS: SIGNATURE: TELEPHONE: NAME: TITLE: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM: ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: I, ACKNOWLEDGE THE PLACEMENT OF ALL STORMWATER POLLUTION PROTECTION MEASURES REQUIRED TO ASSURE THAT SILTED AND /OR POLLUTED STORMWATER IS NOT DISCHARGED FROM THIS SITE AND SHALL ENSURE THAT THE SURFACE WATER AND STORMWATER MANAGEMENT MEASURES PROPOSED IN THIS PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL. OWNER / PERMITTEE SIGNATURE DATE © COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. m 58626 BRAULIO GRAJALES C 513 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U) z O Ln > W cy- U RESPONSIBLE SEQUENCE OF MAJOR ACTIVITY O START DATE 0 CONTRACTOR OR SUBCONTRACTOR A. INSTALL TEMPORALY PERIMETER EROSION O AND SEDIMENT CONTROL - SILT FENCE B. INSTALL STABILIZED CONSTRUCTION ENTRANCE U C. SELECTIVELY CLEAR & GRUB SITE WITHIN SILT FENCE -:I- D. PILE AND REMOVE EXCESS TOP SOIL N� I..L E. EXCAVATE STORMWATER MANAGEMENT W POND F. STABILIZE DENUDED AREAS AND M m STOCKPILES WITH 14 CALENDAR DAYS OF U U LAST CONSTRUCTION ACTIVITY IN A SPECIFIC M LLI AREA m m G. INSTALL STORMWATER MANAGEMENT SYSTEM ALONG WITH TEMPORARY DRAIN Z SEDIMENT CONTROL >- H. ADD FILL, GRADE AND STABILIZE AREA m UNDER BUILDING FOOTPRINTS AND m PAVEMENT. m I. CONSTRUCT BUILDINGS �W I..L J. INSTALL UTILITIES K. INSTALL CURBING AND GUTTERS m Lu L. INSTALL IRRIGATION SYSTEM Z Lu M. COMPLETE FINAL GRADING AND INSTALL p z LAST OF SOD AND PLANTINGS o O N. COMPLETE PAVING (IF APPLICABLE) Q O. WHEN ALL CONSTRUCTION ACTIVITY IS J COMPLETE AND SITE IS STABILIZED, REMOVE 0 U TEMPORARY EROSION AND SEDIMENT U IY CONTROL, RE -GRADE AND RE -SOD ANY AREAS 0. DISTURBED BY REMOVAL ACTIVITIES I..L J EROSION AND SEDIMENT CONTROLS - STABILIZATION 1. TEMPORARY STABILIZATION - SOIL AND BASE MATERIALS STAGED, STOCKPILED, OR STORED ON -SITE ALONG WITH ANY DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND STRAW MULCH NOT LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED SHALL BE APPLIED AT A RATE TO ENSURE APPROPRIATE COVERAGE TO PREVENT EROSION. FERTILIZATION WILL BE PROVIDED PRIOR TO SEEDING. AFTER SEEDING, STRAW MULCH OR MATTING MATERIAL WILL BE APPLIED IN ORDER TO PREVENT EROSION AND HOLD THE SEED UNTIL IT GERMINATES AND IS ESTABLISHED. APPLICATION RATES AND THE CHOICES OF STRAW OR MATTING IS SLOPE DEPENDENT, SUB -BASE AND BASE MATERIALS WILL BE APPLIED TO PAVED AREAS AND COMPACTED TO TEMPORARILY STABILIZE THEM UNTIL PAVEMENT IS APPLIED. TEMPORARY STABILIZATION STRUCTURES AND MATERIALS WILL BE MAINTAINED UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE. 2. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH SOD OR OTHER GROUND COVER AS DESCRIBED IN THE LANDSCAPE PLANS NOT LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY THE SOD AND OTHER PLANTINGS SHALL BE MAINTAINED IN A MANNER TO PRESERVE AND MAINTAIN HEALTHY GROWTH. STRUCTURAL PRACTICES 1. THE SILT FENCE SURROUNDING THE CONSTRUCTION SITE WILL BE THE PRIMARY METHOD TO CONTROL THE QUALITY OF RUNOFF UNTIL THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS INSTALLED AND OPERATIONAL. TEMPORARY SILT BARRIERS USING EITHER HAY BALES OR SUPPLIER SPECIFIC ATTACHMENTS MAY BE INSTALLED TO PROTECT THE NEWLY INSTALLED STORMWATER MANAGEMENT SYSTEM UNTIL THE DRAINAGE AREAS ARE STABILIZED. THE CONTRACTOR WILL PROTECT ALL STORMWATER INLETS WITHIN AFFECTED AREAS TO PREVENT SILT OR SEDIMENT FROM ENTERING THE PUBLIC STORWATER MANAGEMENT SYSTEM. THIS CAN BE ACCOMPLISHED THROUGH SEVERAL COMMONLY ACCEPTED PRACTICES SUCH AS SAND BAGS, INFILTRATION PIPE WRAPPED IN GEOTEXTILE, ETC. 2. SEDIMENT BASINS ARE NOT REQUIRED FOR SITES UNDER 10 ACRES BUT ARE RECOMMENDED DEPENDING UPON THE EXPECTED PRECIPITATION DURING THE CONSTRUCTION PERIOD. SEDIMENT BASINS OR TRAPS SHOULD NOT BE CONSTRUCTED IN THE STORMWATER MANAGEMENT POND AREAS UNLESS ACCUMULATED SEDIMENT AND SILT ARE REMOVED FROM THE SITE ONCE CONSTRUCTION IS COMPLETE AND AS LONG AS THE CONSTRUCTION EQUIPMENT REMOVING THE ACCUMULATED SEDIMENT AND SILT WILL NOT EXCESSIVELY COMPACT THE AREA WITHIN THE POND HINDERING INFILTRATION OF THE SOILS. NOTE: THE GENERAL CONTRACTOR SHALL FILL IN THE BLANKS AS INFORMATION BECOMES AVAILABLE. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUBCONTRACTORS TO SIGN THIS PLAN AND MAKE THEM COMPLY WITH ALL REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION. K• P► 1r: Z•] �y3i ] :Zi]ra�:asara�rrr_l�lil��j>r \fir 1. WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED SECURELY IN DUMPSTERS. SEPARATE DUMPSTERS WILL BE MAINTAINED FOR COMMON TRASH AND CONSTRUCTION DEBRIS IN THAT THESE ARE DISPOSED OF AT DIFFERENT LOCATIONS. COMMON TRASH WILL BE CONNECTED AND STORED IN A LIDDED DUMPSTER TO PREVENT WIND BLOWN DISTRIBUTION AND ACCESS BY VECTORS OR ANIMALS. THE DUMPSTERS WILL MEET LOCAL GOVERNING AGENCY'S SOLID WASTE REGULATIONS AND WILL BE DUMPED A MINIMUN OF ONCE A WEEK OR MORE OFTEN AS REQUIRED. NO WASTE MATERIALS WILL BE BURIED ON- SITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER WASTE HANDLING AND DISPOSAL PROCEDURES. 2. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY THE LOCAL GOVERNING AGENCY, THE STATE OF FLORIDA, FEDERAL GOVERMENT, OR BY THE MANUFACTURER, SITE PERSONNEL WILL BE INSTRUCTED IN THE PRACTICES. 3. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUN OF THREE TIMES PER WEEK BY COMPANY, LICENSED IN GOVERNING JURISDICTION AS A SANITARY WASTE MANAGEMENT CONTRACTOR. •» �yrr�aa[ y��r: 7_[y:11r[H1�17.1��r<K•]�rr3i71 A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AND MAINTAINED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL STREETS WITH CONSTRUCTION ENTRANCES WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. BASED UPON SITE CONDITIONS, WATER WILL BE SPRAYED BY MECHANICAL MEANS TO CONTROL FUGITIVE DUST EMISSIONS PREVENTING THEM FROM LEAVING THE CONSTRUCTION SITE. MAINTENANCE / INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES. THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.5 INCHES OR GREATER AS FOLLOWS: DISTURBED AREA AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE STORMWATER SYSTEM. THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT MEASURES ARE EFFECTIVE IN PREVENTING OR MINIMIZING THE DISCHARGE OF POLLUTANTS INCLUDING RETAINING SEDIMENT ON -SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF THE REPORT AND SHALL BE COMPLETE WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT OF THE FENCE. 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASIN WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. ANY DIVERSION DIKE WILL BE INSPECTED AND BREACHES PROMPTLY REPAIRED. 7. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 8. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS SHOWN ON THIS SHEET. 9. THE GENERAL CONTRACTOR'S ON -SITE FOREMAN WILL SELECT THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTION, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSABILITIES WILL RECEIVE TRAINING THROUGH THE GENERAL CONTRACTOR. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON -SITE IN GOOD WORKING ORDER. 11. A QUALIFIED INSPECTOR IS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS A PERSON THAS HAS SUCCESSFULLY COMPLETED AND MET ALL REQUIREMENTS NECESSARY TO BE FULLY CERTIFIED THROUGH THE FDEP STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM; HAS SUCCESFULLY COMPLETED AN EQUIVALENT FORMAL TRAINING OR PRACTICAL EXPERIENCE IN THE FILED OF STORMWATER POLLUTION PREVENTION AND EROSION AND SEDIMENT CONTROL. RETENTION OF RECORDS 1. THE PERMITTEE OWNER SHALLL RETAIN COPIES OF THE STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED. 2. THE PERMITTEE GENERAL CONTRACTOR SHALL RETAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REPORTS, RECORDS AND DOCUMENTS REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE, OR AN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE NOI, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. ALL OF THESE RECORDS, DOCUMENTS, ETC. WILL BE PRESENTED TO THE OWNER TO BE RETAINED FOR THE PERIOD SPECIFIED ABOVE. NON - STORMWATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON - STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD. AL NON - STORMWATER DISCHARGES WILL BE DIRECTED INTO A SEDIMENT BASIN PRIOR TO DISCHARGE IF THE DISCHARGE IS NOT CAPTURED BY THE SILT FENCE PRIOR TO CONSTRUCTION OF THE ON -SITE STORMWATER MANAGEMENT SYSTEM OR ENTERS THE ON -SITE STORMWATER MANAGEMENT SYSTEM. 1. WATER FORM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCURRED. 3. UNCONTAMINATED GROUNDWATER FROM DE- WATERING EXCAVATION. 4. WATER FROM HIRE FIGHTING ACTIVITIES. SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES 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 STORMWATER RUNOFF. HOUSEKEEPING PRACTICES Ira��•7 ��i]► i► ll�[ H:[• I� )L9�C1��I►CH�:L[•�rNl�y ►i91�� 3��.7 ��• P�9�. Z.7:e �9rr�. 1�1: �1►[ ejr :IxKU:69rd�L•�r[•]►:�:Zialx•�1 1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. 2. ALL MATERIALS STORED ON -SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. 3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. 4. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. 5. WHENEVER POSSIBLE, ALL OF PRODUCT WILL BE USED BEFORE DISPOSING OF THE CONTAINER. 6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. HAZARDOUS PRODUCTS THESE SERVICES WILL BE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS: 1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY CANNOT BE RESEALED. 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL /STATE /FEDERAL RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE PETROLEUM PRODUCTS - ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED ANY ASPHALT SUBSTANCES USED ON -SITE WILL BE APPLIED TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZE - FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORMWATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORE WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO ON -SITE OR COUNTY STORMWATER MANAGEMENT SYTEMS, BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS OR LOCAL, STATE, FEDERAL REGULATIONS. CONCRETE TRUCKS - CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISPOSE OF SURPLUS CONCRETE OR DRUM WASH WATER ON THIS SITE. SPILL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION CLEANUP: 1. MANUFACTURE'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON -SITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, SHOVELS, RAGS, GLOVES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3. ALL SPILLS WILL BE CLEANED UP AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE STATE WARNING POINT AS EARLIER DESCRIBED REGARDLESS OF SIZE. 6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE, A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN RESPONSIBLE FOR THE DAY -TO -DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. THE PROJECT FOREMAN WILL DESIGNATE AT LEAST THREE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA, IN THE OFFICE TRAILER ON -SITE AND NEAR THIS PLAN. ��ri7: 7Jd► �4_ �r�: ali 7��r[•7��;7A9�Nl�r1�[•7_�r[•P I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONEEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSON 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. SIGNED: DATE: NAME & TITLE: NOTE: THE INDIVIDUAL SIGNING THIS IS THE SAME INDIVIDUAL WHO SIGNS (ED) THE NOTICE OF INTENT (NOI) SECTION VI CERTIFICATION. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. GENERAL CONTRACTOR FIRM: ADDRESS: SIGNATURE: TELEPHONE: NAME: TITLE: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: SUBCONTRACTOR FIRM: ADDRESS: SIGNATURE: NAME: RESPONSIBLE FOR: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: TELEPHONE: TITLE: I, ACKNOWLEDGE THE PLACEMENT OF ALL STORMWATER POLLUTION PROTECTION MEASURES REQUIRED TO ASSURE THAT SILTED AND /OR POLLUTED STORMWATER IS NOT DISCHARGED FROM THIS SITE AND SHALL ENSURE THAT THE SURFACE WATER AND STORMWATER MANAGEMENT MEASURES PROPOSED IN THIS PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL. OWNER / PERMITTEE SIGNATURE DATE © COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. m 58626 BRAULIO GRAJALES C 513 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U) z O Ln > W cy- U LO O 0 N O Q O ui U -:I- U) N� I..L C? W N M m m U U M LLI W m m Z o >- m m m �W I..L m U m Lu Z Lu p z o O w Q z J n. 0 U W U IY 0- 0. Q I..L J Of Lu - 0 >_ O J 0 0 U Q Z LO O N O Q O U U) N� I..L W U Z O Z W �W I..L Z Z O Q J ry 0-) LO J O W >M w co 0- 0. Q I..L J m W - 0 >_ O J im Q 0w O LL Q I..L 5 �O z (n �C)�w o 0c) J U o U � I1 64 m0 Z 00 1- 4 IY 't W LLI W M `r' Z LIJ M z m� co N 1- ILL Z o W Z z J W c Q o U F L4 - z a co o co 0 W MEN ;E CD U 0 Z W W lu (D Z Z W N J N > a) U U t Z 0 U)M Z CL Q U ° I � cl a E Q � J IMPORTANT UTILITY NOTES 1. ALL UTILITIES ARE TO BE LOCATED UNDERGROUND PER CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. 2. PER FLORIDA BUILDING PLUMBING CODE 2007 SECTION 603.2, WATER SERVICE PIPE AND THE BUILDING SEWER SHALL BE SEPARATED BY 5' OF UNDISTURBED OR COMPACTED EARTH. 3. PER FLORIDA BUILDING PLUMBING CODE 2007 SECTION 603.2, THE REQUIRED SEPARATION DISTANCE SHALL NOT APPLY WHERE THE BOTTOM OF THE WATER SERVICE PIPE WITHIN 5' OF THE SEWER IS A MINIMUM OF 12" ABOVE THE TOP OF THE HIGHEST POINT OF THE SEWER AND THE PIPE MATERIALS CONFORM TO FLORIDA BUILDING PLUMBING CODE 2007 TABLE 702.3. WATER SERVICE PIPE IS PERMITTED TO BE LOCATED IN THE SAME TRENCH WITH A BUILDING SEWER, PROVIDED SUCH SEWER IS CONSTRUCTED OF MATERIALS LISTED IN FLORIDA BUILDING PLUMBING CODE 2007 TABLE 702.2. THE REQUIRED SEPARATION DISTANCE SHALL NOT APPLY WHERE A WATER SERVICE PIPE CROSSES A SEWER PIPE, PROVIDED THE WATER SERVICE PIPE IS SLEEVED TO AT LEAST 5' HORIZONTALLY FROM THE SEWER PIPE CENTERLINE ON BOTH SIDES OF SUCH CROSSING WITH PIPE MATERIALS LISTED IN FLORIDA BUILDING PLUMBING CODE 2007 TABLE 605.3, 702.2 OR 702.3. 4. SOD ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION. 5. THE CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, FDOT AND CITY OF CLEARWATER RIGHT -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ROAD CROSSING AND /OR UTILITY PERMITS. 8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND /OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS WITH EXISTING OR PROPOSED STRUCTURES. 10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS. 11. UNDERGROUND WATER MAINS AND HYDRANTS MUST BE COMPLETED AND IN- SERVICE PRIOR TO BUILDING CONSTRUCTION. 12. THE LOCATION OF ALL TEMPORARY BLOW OFF'S AND SAMPLE POINTS MUST MEET PINELLAS COUNTY'S HEALTH DEPARTMENT REQUIREMENTS. 13. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIMED WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) 14. THE CITY OF CLEARWATER WILL PROVIDE WATER MAIN TAP, SET THE WATER METER AND RPZ B.F.P.D. (BACK FLOW PREVENTER DEVICE). APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 15. ALL SANITARY SEWER LINE EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. 16. ROADWAY PAVEMENT IS NOT TO BE DISTURBED. DAMAGES TO THE ROADWAY PAVEMENT WILL REQUIRE MILLING AND RESURFACING AS DIRECTED BY THE AREA INSPECTOR. IMPORTANT NOTES TO CONTRACTOR 1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, CITY OF CLEARWATER AND FDOT RIGHT -OF -WAY WITH ALL UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UNDERGROUND FACILITIES AND DISRUPTION OF SERVICES. 2. UTILITIES SUCH AS DUKE ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM MAINS, VERIZON , BRIGHT HOUSE NETWORKS AND KNOLOGY BROADBAND COMMUNICATION CABLES, CITY OF CLEARWATER POTABLE AND RECLAIMED WATER MAINS, CITY OF CLEARWATER SANITARY SEWER LINES, ETC ARE BELIEVED TO BE WITHIN RIGHTS -OF -WAYS AND MAY CONFLICT WITH THE PROPOSED UTILITY WORK. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT. THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THE INFORMATION CONTAINED IN THESE PLANS AND SHALL CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL VERTICAL AND HORIZONTAL LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF CONSTRUCTION. 3. TO PREVENT DAMAGE TO UNDERGROUND UTILITIES AND DISRUPTION OF SERVICES, THE CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, DEPTH, INVERT ELEVATION AND LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL PHYSICALLY EXPOSE ALL UTILITIES USING NONDESTRUCTIVE METHODS (I.E. VACUUM EXCAVATION). 4. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, A MINIMUM OF EVERY 10 LINEAL FEET ALONG DIRECTIONAL DRILL PATH AND A MINIMUM OF EVERY 50 LINEAL FEET ALONG OPEN TRENCH. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. ® EX. IM I EX. VVM FIRE PROTECTION AND DOMESTIC WATER FLOWS DEMAND SCHEDULE BUILDING (1) FIRE DOMESTIC BUILDING FLOW FLOW AVERAGE MAXIMUM PEAK HOUR FIXTURE PEAK METER AREA DEMAND DURATION DEMAND DEMAND DEMAND VALUE DEMAND SIZE (SF) (2) (GPM) (HRS) (GPD) (GPD) (GPH) AT 35 PSI (GPM) (IN) 5,206 1,750 2 5,200 10,400 760 108 76 1 -1/2 (1) WATER REQUIREMENTS FOR EXTERIOR MANUAL FIRE FIGHTING (2) UNIFORM FIRE CODE (3) LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL SANITARY COLLECTION SYSTEM WASTEWATER FLOWS SCHEDULE BUILDING AVERAGE MAXIMUM PEAK PEAK AREA DAILY FLOW DAILY FLOW HOUR FLOW FLOW (SF) (GPD) (GPD) (GPH) (GPM) 5,206 5,200 10,400 760 76 EX.ASPHALT GULF TO BAY BOULEVARD EXIST. 1 -1/2" WA R METER & 110' PUBLIC R/W EX. ASPHALT EX. SANITARY SEWER MANHOLE BACKFLOW PRE NTER TO REMAIN EX. CLEAN OUT mf N. RIM EL. = 27.98' AND BE PROTE ED THROUGHOUT TOP EL.= 30.79' oy E. & W. INV. EL. = 23.70' (PER 2003 CONSTRUCTIO ERIOD. INV. EL.= 25.17'(4" PVC) ° CITY OF CLEARWATER ATLIAS; ADJUSTED TO N.A.V.D. 1988) PROPOSED LIG POLE RELOCATED STREET w (UNABLE TO ACCESS MAN OLE (FIXTURE TO DI CT LIGHT LIGHT POLE TO OBTAIN PIPE DATA) TOWARD BUILDI G) (TYP.) Irl RELOCATED TELEPHONE EX. SANITARY SEWER MANHOLE N. RIM EL. = 29.83' E. & W. INV. EL. = 25.21' (PER 2003 CITY OF CLEARWATER ATLAS; ADJUSTED TO N.A.V.D. 1988) (UNABLE TO ACCESS MANHOLE TO OBTAIN PIPE DATA) EX. SAN E . SAN EX. SAN 2 � T. EX. SAN �o�o EX. SAN FURNISH & INSTALL P.B. 138, PGS. 35 & 36 AN PEDESTAL F EX. SAN �`�`� o h h rn 4 "0,UP & VALVE TO BE 2 25.90 OF CLEARWATER ENGINEERING �o. DEPARTMENT INSPECTOR x '1, ° 2Q�ro s >Fro .. -AN S x &STRUCTED BY I A 4" PVC SDR 26 m x .S X o MECHANICAL JOINT RESTRAINT) l l r < 2 CITY OF CLEARWATER. 6' so ID X �� T .,0 moss T °.' EX ST ' .. ,s EX. WM EX. WM EX N� N.. O WM SDR 26 @ ±1.0% EX M. 29.40 EX 'WM ..0 . °EX. CAt EYM W 4'27 OO. EX. WM � .�� EX. Wm EX. WM SET N P.O.B. 0 X. TEL _ s E - 6 .'. x E . EL °� x EL E. CORNER FIR 1/ 602 "" 0'S 1.37'W. ING FIRE 7YDR7ANT N.W. CORNER FOTo 16 PROPOSED ELECTRIC POWER O Ci ON -SIT T.B.M. REL. LP 4 s ° 2 ASSEMBLY 9.2 � SET NAIL TkPI x ryp. o x s 4 o' ti 'x LB73(P. M. ,FIR 5/8" LB3 t . OF LOT 3 29.7 x -10 Xx SIR FIR 5/8" EL.= 30.29 1kb88 O F FDC BEND m:5 0�S., 1XPROPOSED4 "2Bj2 91° 0 �6° ° ° o F< x----_ P° GATE VALVFq.� 1C X X le EX.ASPHALT �s >s 1141 X 0 LP U 29.75 Tc' ay X�' (2) 3" IRRIGATION 1a' ' t° 0.10 X F 2 .5 �� 00 o vti �0 >4 k F 0 I SLEEVE INSTA L 4" DOUBLE DETECTOR 29.33:TC 2 29.75 X _C 30.30 �0 o X� 09 SON raj 0` .F o X N 28.84 CHEC VALVE ASSEMBLY (DDCVA), Z8 g1'.V1. Q 0 Q Tn m I g 29.00 1�1 WITH AMPER SWITCH ABOVE F INSTALL (1) FIRE DEPARTMENT A O 4 -45° m BEND �o rF . y0? GROU DON CONCRETE PAD AND 28 m (2) 3" °js' 26, C:O. "X4" DOIBLE CLAPPER 2.5 O � ° 68 LF ± 4" PVC PAINT D RED. �� 7 LLJ J} II�j R SLEEVE SIAMESE CONNECTOR TYPE W/ XSLEEVE SDR 26 @ ±1.0% I p 9� 2 y VA`Y KNOX LOCKING CAPS. 'co 180A-F ± 2" PE DR 9 'L°� x sv 01 � _$ DOMESTIC WATER �8 ss SERVICE TO BUILDING O O o� _<�° O ��,`� ,��,> (FIXTUR TO DIRECT LIGHT TOWAR BUILDING) 5 a UNDERGROUND (36" MIN. COVER) - 1 � o 30.0 i 29 90 00 vX O' O' X 29. x LP I TELEPHONE CONDUIT. 170 14" PVC DR 14 FIRE � T. x o� �o�o x o FURNISH & INSTALL P.B. 138, PGS. 35 & 36 o (2) 1,250 GAL. GREASE TRAPS ro 2 .75 6" MIN. COVER Q X n 25.90 OF CLEARWATER ENGINEERING EX.ASPHALT I DEPARTMENT INSPECTOR x '1, TOP OF TANKS EL. = 28.50' (PIPE TO BE RESTRAINED WITH INV. EL. (INLET) = 26.95' LP x I A 4" PVC SDR 26 m x .S X o MECHANICAL JOINT RESTRAINT) 28.50\ � r < 2 UGP 6' so ID X �� Q .,0 moss _1110,51 .6 x p� O� s:F + + T° O.00.Op • � 80. 0 �. ° SDR 26 @ ±1.0% �sr� s PROPOSED WATER SERVICE 29.40 CONNECTION WITH TEMPORARY OO. 12" PVC SDR 26 STORMWATER SEWER ""TEMPORARY BLOW -OFF, o5 I ti o ca EXACT CONNECTION POINTS ?96'9 6 90 TC ! X 2 2) IRRIGATION ro° SLEEVE W x J X .`G� `11' O PROPOSED ELECTRIC POWER Z .5 29.8 -10 CONCRETI CONTRACTOR 2. 2 1 I o o 9.2 � 'TC .`C'' .'S° ,`C',�•,�O~' 30.3 ��. ryp. POWER SLEEVE O m ZaBy Fjc X OF LOT 3 29.7 x -10 Xx SIR FIR 5/8" - - m 0- ui FDC BEND m:5 29.75 0 29.80 Z3 0 FIR 5 8" w ° FI(J -V LB# 2862 ti�5�' 4*7'N.; 0.34'W. G tih��5 Lu x tih0k X le EX.ASPHALT �s >s 1141 X 0 U 29.75 29.80 x x x2o p co 2 .5 R b N 2 29.75 X _C 30.30 �0 o X� 09 SON N 29.85 Q 0 Q m 0 Lu 65X x.' INSTALL (1) FIRE DEPARTMENT O 4 -45° m BEND 29.95 ?40 Q m j 30.50 . �9�95 CONNECTION (I I TO BE 28 U) W Q c)XQ 5 C:O. "X4" DOIBLE CLAPPER 2.5 O � 7 LLJ J} II�j R SIAMESE CONNECTOR TYPE W/ XSLEEVE `�p H O �� cl U) O o0 9� 2 y VA`Y KNOX LOCKING CAPS. 'co 01 � _$ PROPOS D LIGHT POLE °9 O Z to U' G (FIXTUR TO DIRECT LIGHT TOWAR BUILDING) 29 75 m� 30.0 L� 30.! x X ®9 9 `��.�F'�- - (TYP.) LP �1 U (D R -' X c�X Lo �I< t S WAY V Q 6 , -,2 -W A- 27.40 29.9 D X p x �, >° O 2995 112 LF ± " PVC DR 14 FIRE 29.90 30.50° B� 36" IN. COVER o X (2) 4 " -45° 19' o X (PIPE TO B RESTRAINED WITH BEND 1 ° MECHANIC L JOINT RESTRAINT) x (2) 4 " -45° FIRE J x F m 0 ^� ti x , BEND X .90 30.59 x x o I �� Sp0' x EX. ASPHALT I Cip R 30.35 0�0 0 30.50 m35. FIRE MAIN SHALL NOT RUN I 29.50 29 65 X .30.5Q R• TCb 30:Q0' ; UNDER BUILDING FOUNDATION. I x ti °�� 30. RISER SHALL BE TERMINATED X X X X R X x �n 5 30. 1.0 FT ABOVE FINISHED FLOOR, �s 26 99. o ,, ��r�9 >2 5 �9> J /� .4 P SEE PLUMBING PL�gNS FOR S2 r0 ti°� g s EXACT LOCAT16N � UNDERGROUND ELECTRIC POWER CONDUITS.��' a 36" MIN. COVER CONTRACTOR TO COORDINATE Xti°30.15 X WITH DUKE ENERGY. (REFER TO ARCHITECTURAL AND ELECTRICAL 2 45 (2) 3" IRRIGATION\ 30.00 ti 8CI , °' SLEEVE \\ PLANS FOR EXACT CONNECTION LOCATION). °0 29. s ro 2�9s2 r X XG o x 30.10 ® X R .. � r x �8 x °�� ° I o FAO. 0.00 29.50 (2) 3" IRRIGATION °y��F I 29.4 29.25 (36" MIN. COVER) x o PROPOSED LIGHT POLE X (FIXTURE TO DIRECT LIGHT °otio TOWARD BUILDING) (TYP.) LR 64 LF ± 4" PVC SDR 26 @ ±1.0% X sos PROPOSED SANITARY SEWER AND o > GREASE RECOVERY SERVICE CONNECTIONS. AVG. WASTEWATER FLOW = 5,200 GPD. (REFER TO I ARCHITECTURAL AND PLUMBING PLANS o° FOR EXACT CONNECTION LOCATION) SLEEVE ,1 e_ �ti I (FIXTURE TO DIRECT LIGHT 29•x'09, R> 3O. O TOWARD BUILDING) (TYP.) I R D Ile � X spa e. p X x PROPOSED LIGHT POLE (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) (TYP.) I Lf �s x arc o �I x ?s x�o °° 99 arc X/ 11 1 x 2881 GULF TO BAY , ONE STORY C.B.S. x o FURNISH & INSTALL P.B. 138, PGS. 35 & 36 o (2) 1,250 GAL. GREASE TRAPS 65 °° INSTALLED BY SITE CONTRACTOR X UNDER THE SUPERVISION OF CITY 25.90 OF CLEARWATER ENGINEERING EX.ASPHALT I DEPARTMENT INSPECTOR x '1, TOP OF TANKS EL. = 28.50' I o INV. EL. (INLET) = 26.95' X ( INV. EL. (OUTLET)= 26.75' I A 4" PVC SDR 26 m x .S X o 4" PVC DR 14 FIRE SERVICE so � �s PROPOSED UGP 6' so ID X0. .,0 TEL X X x o 10 LF ± 4" PVC ° SDR 26 @ ±1.0% m PROPOSED WATER SERVICE 29.40 CONNECTION WITH TEMPORARY BLOW -OFF. SAMPLING POINT AT 12" PVC SDR 26 STORMWATER SEWER ""TEMPORARY BLOW -OFF, 25.70 SEE PLUMBING PLANS FOR ca EXACT CONNECTION POINTS ?96'9 6 90 TC ! X 2 2) IRRIGATION ro° SLEEVE p X .`G� `11' 9 PROPOSED ELECTRIC POWER 15" RCP STORMWATER SEWER TRANSFORMER MOUNTED ON A 6.99: TC CONCRETI CONTRACTOR 2. TO COORDINATE WITH DUKE ENERGY. EX. 0HP � 4" ELECTRIC ryp. POWER SLEEVE PROPOSED LIGHT POLE SLEEVE ,1 e_ �ti I (FIXTURE TO DIRECT LIGHT 29•x'09, R> 3O. O TOWARD BUILDING) (TYP.) I R D Ile � X spa e. p X x PROPOSED LIGHT POLE (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) (TYP.) I Lf �s x arc o �I x ?s x�o °° 99 arc X/ 11 1 x STRUCTURE NUMBER I2y o RIM ELEV. (FT) x gyp. I 30.80 X p0 �`ij �2_r -ozv X X 29.90 25.90 SA -3 EX.ASPHALT I 29.00 x '1, SA -4 I o 30.35 X ( SA -5 2 ti 2,q 29.70° °. ro w x 29.65 Sx x ui v 2g tip' - U FLE ti °' x)03" IRRIGATION 0 x "" 30.00 LP 30.00 �ti��,. SLEEVE 0 x� 30.20 x�p X X X w 30.$ x 30.0 30.00 0'.00 x� x 29.80 ? &s + 5. F TC: 2831 2 / FL: 28.35 4 x k 1�pS 29.30 039�� X .0 � 2 oBAQ 29.50 LP x I o 11 u� l PROPO��D D • � v `i � Fes". X69 x 2111 I 3d`.f0 29.80 ON -SITE T. .M. 2,190 30 bO; SET NAIL & TIN ° ` s e • �L.= 28.61' NA �8 1° S 222 LF ± 3/4" PE I xti� Sro X ! DOMESTIC WATER 28.34 -I- X r s SERVICE (36" MIN. COVER) 6. PROPOSED HOSE%1BB WM WM .: .� S = 29 0 as1 0.65' WALE 29.60 `' ti ( LP 0 k 9Q �2ss. CO 2 9.502 �> 9% rO 29.30x x <1 '8x X 29.25 XL. 88 °38'R---1 10' UTIL. ESM'T �S >y (O.R.B.5301,�.2055) S.W. CORNER X xti OF LOT 1 - - - - - - - SIR FIR 5/8" 1 76 13.T+N.; 5' 3.61'R X 2? A? � 1ll' 2p x Fes. ROGERS STREET (VACATED) 2s O s> w x ILL EX. WM I EX. WM EX. WM F r-10011 j [a S GRAPHIC SCALE 1"=20' 40 20 10 0 20 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE NUMBER TYPE OF STRUCTURE RIM ELEV. (FT) INV. ELEV. (FT) gyp. CLEAN -OUT 30.80 25.20 SA -2 10 29.90 25.90 SA -3 TWO -WAY CLEAN -OUT 29.00 26.60 SA -4 TWO -WAY CLEAN -OUT 30.35 27.05 SA -5 10 4" PVC SDR 26 1.00 X ST 4" PVC DR 14 FIRE SERVICE � 25.25 PROPOSED UGP x X0. 15" RCP STORMWATER SEWER TEL 25.75 26.15 x 3/4" PVC SCH 40 WATER SERVICE CONDUIT 27.30 27.35 m m 29.40 i 213C'.V2 4 12" PVC SDR 26 STORMWATER SEWER co 25.70 26.80 ca 3/4" PVC SCH 40 WATER SERVICE X 90 TC ! X 2 ® m 06�r� X .`G� `11' 9 15" RCP STORMWATER SEWER 6.99: TC 26.65 2. F- 26.64 : FL + X � �s TC S.E. CORNER �s 'moo Ui OF LOT 3 X� _ jC 16568 PROPQSg'&HT POLE 3'0ZR2 :TC SIR FIR 5/8" - - (FIXTURE TO IRECT LIGHT 25.91:F3.A'N.; 0.36'W. 5�0° " ui T01yING) FIR 1/2 (TYP.) U .NAR[ Vv.1 s2 + 3.55'N.; 1.04'W.x Fes' Z3 X FIR 5 8" w �s69r FI(J -V LB# 2862 ti�5�' 4*7'N.; 0.34'W. G tih��5 Lu x tih0k X le EX.ASPHALT �s >s 1141 X EX. WM I EX. WM EX. WM F r-10011 j [a S GRAPHIC SCALE 1"=20' 40 20 10 0 20 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE NUMBER TYPE OF STRUCTURE RIM ELEV. (FT) INV. ELEV. (FT) SA -1 CLEAN -OUT 30.80 25.20 SA -2 CLEAN -OUT 29.90 25.90 SA -3 TWO -WAY CLEAN -OUT 30.35 26.60 SA -4 TWO -WAY CLEAN -OUT 30.35 27.05 SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) SIZE & MATERIAL SLOPE ( %) 1 SA -1 SA -2 68 4" PVC SDR 26 1.03 2 SA -2 SA -3 64 4" PVC SDR 26 1.09 3 SA -4 SA -5 10 4" PVC SDR 26 1.00 UTILITIES CONFLICT SCHEDULE CONFLICT GROUND ELEV. INV. ELEV. TOP OF PIPE NUMBER CONFLICT (FT) (FT) (FT) 12" PVC SDR 26 STORMWATER SEWER WATER SERVICE 26.00 27.10 ❑ SEWER LINE 29.70 PROPOSED SANITARY SEWER (2) 4" PVC SDR 14 FIRE SERVICE EXISTING STORM 25.15 25.50 ST 4" PVC DR 14 FIRE SERVICE 24.90 25.25 PROPOSED UGP 29.50 POWER CONDUIT 15" RCP STORMWATER SEWER TEL 25.75 26.15 TELEPHONE 3/4" PVC SCH 40 WATER SERVICE CONDUIT 27.30 27.35 m m 29.40 12" PVC SDR 26 STORMWATER SEWER co 25.70 26.80 ca 3/4" PVC SCH 40 WATER SERVICE 27.15 27.20 ® m 29.60 m Lu 15" RCP STORMWATER SEWER 25.20 26.65 LEGEND 48 HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. Z O CL tY U to w 0 U) Z O LU ILL Of Q 0 ml 9 U EXISTING PROPERTY LINE EX. WM EXISTING WATER MAIN PROPOSED WM WATER SERVICE EX. SAN EXISTING SANITARY SEWER LINE SAN PROPOSED SANITARY SEWER EX. ST EXISTING STORM SEWER ST PROPOSED STORM SEWER 0 PROPOSED UGP UNDERGROUND POWER CONDUIT PROPOSED TEL o U TELEPHONE CONDUIT 48 HUURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. Z O CL tY U to w 0 U) Z O LU ILL Of Q 0 ml 9 U 0 M 0 o U U M W W m m co 0 ca m m m Lu Q m F- Lu W � Ui ui U 0 0 Z3 w a Lu d 0 U Q co N IUD N O O co I- Z L.L 0 I- W Q LL] W M z Z) 0 Q C) 0 J C 0 J mJ LL cn Q O w W z �Q 0 5 V w w J �N 00 o U d M O co c) Z Z 4 4 O� W W c j e%) Z W z M S S UI M N LL Z o W z z J W r_ Q o U F N � U of % \ o Lu O M�M v W V W W z Z W N J N > U U I z_ o cl)M Z CO z J U I o° E z Lo H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER C -6 A .qPHAI Tin rC)NrRFTF .qTRI InTI IRAI not IR .qF SUBGRADE NOTES: ASPHALT 2" TYPE S -III ASPHALTIC CONCRETE STRUCTURAL COURSE BASE 6" LIMEROCK (LBR 100) OR CRUSHED PORTLAND CEMENT 91, CONCRETE FROM FDOT APPROVED SOURCES AND MEETING ALL ° THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS ° SECTION 204 COMPACTED TO 98% OF MAXIMUM DENSITY PER 2'Soo ASTM D1557 / AASHTO T -180 SUBGRADE 6" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98% OF ° ' MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 FLEXIBLE PAVEMENT SECTION N.T.S. 4" Drop at All Drives 5" 1" 1 -1/2 "R Wearing Surface (0 J c ° � a L / N Base joa Compacted 6" T' Subgrade STRAIGHT CURB Curb 4" Drop at All Drives 2 "R 6" 2" - Wearing 3"R r' Surface f N D D 3/4 "R o Base 6 24 Compacted Subgrade NOTE: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE F CURB 6" d. d a FCONCRETE]° d a 12° SUBGRADE NOTES: CONCRETE 6" THICK PORTLAND CEMENT CONCRETE SURFACE COURSE (F'c =4,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS) W 6X6/10X10 WELDED WIRE MESH REINFORCEMENT MAXIMUM SPACING BETWEEN JOINTS SHALL BE 12 FEET MINIMUM CONTRACTION JOINT DEPTH SHALL BE ONE -FORTH (1/4) OF THE PAVEMENT THICKNESS CONCRETE SHALL BE PLACED BY AN ACI CERTIFIED CONTRACTOR SUBGRADE 12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98% OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 RIGID PAVEMENT SECTION :urb Construction Symmetrical About Driveway JVearing Surface 3' TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. J J LL Y U Q M O.D. 1' -0" w of 0 z cD Z U) o �< Z 0 \! L m L \� z LU LU J a U \: \. \.\\.1�1 SHEETED TRENCH UNSHEETED TRENCH (6" MIN) (O.D = OUTSIDE DIAMETER OF PIPE) NOTES: 1. PIPE BEDDING SHALL EXTEND TO UNDISTURBED EARTH AT SIDES AND BOTTOM OF THE TRENCH. 2. SAND PIPE BEDDING SHALL BE PLACED AND COMPACTED TO 98% OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 3. PIPE BEDDING MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN SIX (6) INCHES THICK LAYERS UP TO A LEVEL OF AT LEAST ONE (1) FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, PIPE BEDDING SHALL BE COMPACTED TO 98% MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). 4. TRENCH BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180. PIPE BEDDING N.T.S. N.T.S. G VERTICAL AND HORIZONTAL — WALL REINFORCING # 4 BARS AT 12" ON CENTERS. HOT DIPPED GALVANIZED + HS -20 LOADING STEEL GRATE 6" 511 � 211 3/4 "R B =7.18' 91, ° REFER TO FDOT ° E = 7.03' 2'Soo F = 11.00' INDEX 201 FOR EYE ° ' H = 4.00' V ARIES C \ a \\ BOLT AND CHAIN ° N = 1.25' I D d 4 ° I °d \I\"- x 2' -0" X 3' -1" NO PIPE JOINT PERMITTED UNLESS 6" d _Z� 3/4 "R PAID FOR AS H E ° d ° d d d 4 a ° d 4,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS BOTTOM SLAB REINFORCING 6" # 4 BARS AT 12" ON CENTERS BOTH WAYS (REFER TO FDOT DESIGN STANDARDS INDEX NO. 232) NOTES: 1. CUT PIPE FLUSH WITH INSIDE FACE OF INLET WALL. 2. GROUT BOTTOM OF INLET TO MATCH INVERT OF OUTFALL PIPE. FDOT TYPE "C" INLET 1" at All Drives Wearing a Surface D p ° a Base . 611 18' _ Compacted Subgrade MODIFIED CURB 5" #3 Bar Cont. 7,NK p / j \\ 611 / / 1" 1-1/2"R Base Wearing Surface #3 Bar, 10" Long, 36" O.C. \� Compacted Subgrade PIN / DOWELLED CURB N.T.S. 1" Drop at Subgrade VALLEY GUTTER CURB Wearing Surface Compacted Subgrade MEDIAN CURB TYPICAL CURB CROSS SECTIONS BEVELED OR ROUND CORNERS CONSTRUCTION JOINT PERMITTED � 1 -3/4 "R 3/4 "R B =7.18' 91, 9 C =9.71' E = 7.03' 2'Soo F = 11.00' Wearing Surface \ H = 4.00' V ARIES C \ a \\ T 3�� } B N = 1.25' �'4 D � SADDLE � m a o p \I\"- x `O NO PIPE JOINT PERMITTED UNLESS 6" 6 3' 2' SOD _Z� 3/4 "R PAID FOR AS H E D PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT U' PPRICE FOR MITERED END SECTION) 4 a SECTION Base \ 273) 611 . Compacted Subgrade MEDIAN CURB TYPICAL CURB CROSS SECTIONS BEVELED OR ROUND CORNERS CONSTRUCTION JOINT PERMITTED CONCRETE SLAB, 3" THICK, REINFORCED / WITH WWF 6 X 6- WIA X WIA A = 2.53' z B =7.18' D =24" TOP VIEW C =9.71' E = 7.03' 2'Soo F = 11.00' G = 1.73' stO'E a H = 4.00' V ARIES C \ M = 5.50' \\ T 3�� } B N = 1.25' �'4 0 o CONCRETE CONNECTOR PIPE SADDLE � m a NOT LESS O z \I\"- x `O NO PIPE JOINT PERMITTED UNLESS 6" 6 3' 2' SOD _Z� M PAID FOR AS H E D CONCRETE SLAB, 3" THICK, REINFORCED / WITH WWF 6 X 6- WIA X WIA A = 2.53' B =7.18' D =24" TOP VIEW C =9.71' E = 7.03' 2'Soo F = 11.00' G = 1.73' stO'E a H = 4.00' V ARIES C \ M = 5.50' \\ T 3�� } B N = 1.25' �'4 o CONCRETE CONNECTOR PIPE SADDLE � I I NOT LESS O z 2' THAN R No. 4 BAR `O NO PIPE JOINT PERMITTED UNLESS 6" 6 3' 2' SOD APPROVED BY THE ENGINEER M PAID FOR AS H E D PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT U' PPRICE FOR MITERED END SECTION) M SECTION w (REFER TO FDOT DESIGN STANDARDS INDEX NO. 273) FDOT MITERED END SECTION FOR RCP N.T.S CITY INDEX NO. 101; 2 OF 2 N.T.S. d d ° a d T- 1/8" r � -v N STRAIGHT BARS 2" X 1/4" RETICULINE BARS 1 1/4" X 3/16" BANDS 2" X 1/4" APPROX. WEIGHT 104 LBS FDOT RETICULINE STEEL GRATE N.T.S. 2 -1/2" min f (V ' • I n T 7 -3/4" #3 Bar Typical LO NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing. 2" min Typical TYPE C WHEEL STOPS REINFORCED CONCRETE CITY INDEX NO. 117; 1 OF 1 N.T.S. 40' WITH 4' WIDE SIDEWALK MAXIMUM 50' WITH 5' OR WIDER SIDEWALK W EXPANSION JOINT CONTROL JOINT 6' MAX. 1/2" BITUMIMOUS EXPANSION JOINT FULL DEPTH d ° C- d a. a - Q L ; G d ° d °d ° NOTES CONTROL JOINT 1/4 "� � t ° 1 D/4 q C ° d d SECTION VARIES (SEE CONSTRUCTION PLANS) 2% MIN. SLOPE FINISH GRADE 1" BELOW EDGE OF SIDEWALK d ° d ° d. d V I�VIVII- f1l�ILV VVVVII/"1VL 1. IF SOME PHYSICAL OBSTRUCTION EXISTS WHICH PREVENTS THE PLACING OF SIDEWALKS, CONTACT THE ENGINEER FOR ALTERNATE LOCATION. 2. WHEN CONSTRUCTING A NEW SIDEWALK OR REPLACING AN EXISTING SIDEWALK WITHIN A DRIVEWAY CONNECTION OR PUBLIC RIGHT -OF -WAY, THE NEW SIDEWALK SHALL BE 6" THICK MINIMUM. 3. WHEN REMOVING EXISTING SIDEWALK, THE SIDEWALK SHALL BE REMOVED AT THE NEAREST EXPANSION JOINT. 4. PROVIDE 1/4" TOOLED CONTROL JOINTS AT 4' ON CENTERS FOR 4' SIDEWALKS AND AT 5' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 5. PROVIDE 1/2" BITUMINOUS EXPANSION JOINTS AT 40' ON CENTERS FOR 4' SIDEWALKS AND AT 50' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 6. EXPANSION JOINT SPACING SHALL NOT EXCEED 50 FEET. 7. EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAYS AND ALL ABUTMENTS OF CONCRETE AND ANY OTHER STRUCTURE OTHER THAN ASPHALTIC PAVEMENT. 8. EXPANSION JOINT MATERIAL SHALL CONFORM TO SPECIFICATIONS OF ASTM D1751 9. WOODEN AND OTHER SPACERS WILL NOT BE PERMITTED IN SIDEWALKS OR DRIVEWAYS. 10. NO COATINGS OF ANY KIND WILL BE PERMITTED ON CONCRETE SIDEWALKS OR DRIVEWAYS WITHOUT SPECIFIC APPROVAL OF THE CITY /COUNTY ENGINEER. 11. ALL CONCRETE SHALL BE 3,500 PSI AT 28 DAYS, WITH FIBER MESH REINFORCING. 12. CONCRETE SURFACE TO BE LIGHT BROOM FINISH. 13. CONCRETE DRIVEWAY CONSTRUCTION SHALL BE 6" THICK W 6X6/10X10 WELDED WIRE MESH REINFORCEMENT. 14. RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE IN CONFORMANCE WITH REQUIREMENTS OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX 304 OR MOST RECENT MODIFICATIONS. CONCRETE SIDEWALK N.T.S. z O H CL IY U to W 0 U) z O C0 W W � Q 0 co 1 U 0 C? M 0 D U U' M w w DO DO 0 DO DO m 0 Q III m °w > LU LU U U W � ¢ w a W r� LU 0 0 U Q 00 N C14 O O 0 W U) � 7 Q W 0 z Q O (� Q LO U W WM �o m� Qo J m LL z Q W O z LL U 0�< L LJ p Q U w — w c � J 0 c c°O�I U U d M CD CD CY) Mo Z z '`• �— c`ro W W o j c� z W — z M �, M N IL Z o W z z J w Q o U F N 0=4 \ �� U a% \ o LU O 1, v W M� CD U W W C� W N J N > a) 5 U U) t a (D ti Z bo Z M Z CL� J U 0 � co � CD CD_ Z Lo H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER If "x" is less than 48" then ISOMETRIC VIEW the slope the flared side shall not exceed 12:1. CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEWALK CFt^TIC1N D_D FLOW LINE CONC. SIDEWALK Match Existing if Grass Planting or Other Existing Sidewalk Non - Walking Surface Grass Planting or Other Non - Walking Surface 4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition Exist. Type I Curb Remove Back of Curb Flow Line r if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CONC.RAMP Textured Surface C d a d a °: a 4" d a 12:1 MAX. SECTION B -B NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or rollerin Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. TYPICAL SIDEWALK CURB CUT RAMPS PHYSICALLY HANDICAPPED CITY INDEX NO. 109; 2 OF 3 N.T.S. JWet 3' Transition NOTE: Wings only if Qa�ed` �� Side Slopes Require. \Ll �e c A 6 A Back of Curb Non -slip surface require- ments, see Note 8. Property/ R.O.W. Line 0 U Conc. Sidewalk B o B PLAN VIEW NOTES: 1. Provide tooled joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. @ 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6 "x 6 "/10x10 welded wire fabric reinforcement. 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. STUCCO CAP Remove Curb if Existing Exist Conc Drive I Max Slope 12" 1" 1" 12" Max Slope 1 v �6 I c 11 1/2" Exp. Joint 1/2" Exp. Joint TYPICAL DRIVEWAY CROSS SECTION E -2 o U C: X 45 4' Min Residential Street V City R/W 0 5' Min Arterial Street 2' County R/W M N f- 1/4" per Foot Back of Curb 3000 psi concrete 4" thick. Con tr. 6" thick at driveways with 6 "x 6 "/10x10 welded wire fabric. SECTION B -B (See note 7.) Remove entire Curb and Replace as Part of Sidewalk Ramp. 12 Max Slope 1" 0 1/2" Expansion Joint SECTION A -A TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL 26'-4" 4' -10" 5' -0" 6' -8" 5' -0" 4' -10" 8" CONCRETE FILLED K.O. BLOCK TIE BEAM W/ (1) #5 DIA ROD, TYP CONCRETE BLOCK WALL (8" x 8" x 16" ii � ' Fe Fe e E :01 e R R C.M.U.) W/ 9 GAUGE HORIZONTAL TRUSS ° 1' ° REINFORCING ) VERTICAL. PROVIDE ONE #5 ROUND a 4 • a LL ° • • ROD IN SELECTED GROUT FILLED CELLS: ❑ d d ° ❑ MAXIMUM 4' -0" TYP. ° ° d 6 VER16 ELECTRICAL REQUIREMENTS W/ ° 6" DIA. x 4' -0" HIGH PIPE EQUIPMENT ° ° BOLLARDS PAINT D 1/2" CEM. FINISH OVER CMU PAINTED CMU TYP. 10'-8" d 4 YELLOW SET IN CONCRETE MATCH BUILDING FINISH TYP. #5 @ 48" O.C. MAX DOWEL TO FOOTING & ° 4 24" DEEP (TWICAL OF 4) MIXED WATER FIELD COLOR MATCH BUILDING TIE BEAM TYP. ° Q STUBOUT /H.B. VERIFY ° 4 LOCATION. ❑O 1/2" COMPRESSIBLE JOINT FILLER CONT. 1/2" CEM. FINISH OVER `� 4 ° a @PERIMETER OF SLAB ° 8" CMU TYPICAL D THICK CONCRETE 4 ° DUMPSTER PAD Q . (3) #5 CONT. W/ #3 @ 48" OC 4 4 ° 6" CONCRETE SLAB 4 d 4 d 6„ FINISHED GRADE OR PAVEMENT AS APPLICABLE NOTE: PROVIDE MIN. 3" ' ; D a P III COVER FOR REBAR, TYP. D MIN. 12" CLEAN COMP. FILL W/ (2) 6' -0" DOORS (2) 6' -0" DOORS TERMITE TREATMENT TYP. DOUBLE DUMPSTER ENCLOSURE TYPICAL WALL SECTION N.T.S. N.T.S. STEEL ENCLOSURE GATE TUBE STEEL 4 x 4 x 1/4" PVC SLATS 4 x 4 x 1/4 STEEL ANGLE HEAVY DUTY HINGES THICK SQUARE STEEL PERIMETER FRAME WELDED - 1 PR /GATE - TYP. POST W/ CAP - VERIFY PAINT FINISH VERIFY 6' -0" 6' -0" 10" LATCH T 8'v CANE BOLT @ TYP. } EA. GATE TYP 3' -0" 4' -611 ANCHOR SLEEVES SET IN CONCRETE (TYPICAL) ANCHOR POST IN 24" DIA. CONCRETE 2' -0" FOOTING DUMPSTER ENCLOSURE GATES SIDE ELEVATION N.T.S. N.T.S. CITY INDEX NO. 109; 1 OF 3 N.T.S. BOLLARD DETAIL N.T.S. 1 PIPE BOLLARD, FILLED RETE, PAINTED TRAFFIC ;RETE FOOTING. DP OF FOOTING Textured Surface Remove to an even joint or sawcut VJ J Q W z Q � 0 O Q ti U W w c` melf Q Q O U) J m LL z Q pW O z LL Q U 05� W Q (� T-- � Q z ti W 0� NU o U d M O Mo Z Z 44 O� W W o j e%) Z W z M SS Q cc N li Z o W z z J W Q o U LU F N a% \ o O W Mr..r 0 U Z W W UJ 0 Z Z W N J 00 N > 73 U U) r CL U 2 ti Z bo � ° Z M z J U (o 0 0o E Z � H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER z O H CL U to W 0 U) z O CO ILL w Of ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB ~ LINE, THE DOME PATTERN SHALL BE IN LINE WITH THE 1.6" MIN. DIRECTION OF TRAVEL. ON RAMPS INSERTING CURBS ON < 4" MAX. 2" 2. EDGE OF DETECTABLE A RADIUS. THE DOME PATTERN SHALL BE IN LINE WITH } WARNING THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. m ON z Vi TRUNCATED DOME O X 0.9" MIN. O M o o (D D Z < 1.4 MAX. INTEGRAL DOME c w w m m oN O O O z w Q m m m o LU z w > N o + °O O O O J a � U C1 0 U U Q N I 0 THE TOP WIDTH OF THE DOME SHALL BE N A MINIMUM OF 50% AND A MAXIMUM OF Liz BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. 65% OF THE BASE DIAMETER. N PLAN VIEW TRUNCATED DOME O ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL O WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE BACK OF CURB. Q CURB RAMP DETECTABLE WARNING DETAIL W N.T.S. VJ J Q W z Q � 0 O Q ti U W w c` melf Q Q O U) J m LL z Q pW O z LL Q U 05� W Q (� T-- � Q z ti W 0� NU o U d M O Mo Z Z 44 O� W W o j e%) Z W z M SS Q cc N li Z o W z z J W Q o U LU F N a% \ o O W Mr..r 0 U Z W W UJ 0 Z Z W N J 00 N > 73 U U) r CL U 2 ti Z bo � ° Z M z J U (o 0 0o E Z � H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER f 2" MIN. SPACING OF POSTS TO BE 6 -10 FEET APART FILTER FABRIC MATERIAL BACKFILLED TRENCH FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FILTER TO ATTACHING TWO SILT FENCES SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH APPROXIMATELY 8 INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO A SECOND FENCE TRENCH AND BE INSIDE THE END ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL WOOD OR ROTATE BOTH POSTS STEEL POST X AT LEAST 180 DEGREES IN RUNOFF A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE MATERIAL FABRIC 10 INCHES \ DIRECTION OF RUNOFF WATERS (MIN) APPROXIMATE + + + DRIVE BOTH POSTS 4 -INCH BY 4 -INCH ABOUT 10 INCHES j TRENCH ND AND BURY FLAP INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 1 OF 3 N.T.S. SPILLWAY SUPPLY WATER TO WASH WHEELS IF SEDIMENT BARRIER NECESSARY (STRAW BALE TYPE SHOW) ® NOTE: USE SANDBAGS, STRAW BALES, OR Q2 OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN. 0 0 IY A A 0 2 " -3" COARSE z_ W AGGREGATE Q MIN. 6" THICK 0- H D X W ��ryO DIVERSION RIDGE 50' MIN PLAN VIEW NTS DIVERSION RIDGE REQUIRED GRADE EXCEEDS 2 %" EXISTING PAVED ROADWAY 2% OR GREATER SECTION A -A NTS FILTER FABRIC NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTER PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH COARSE AGGREGATE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. 1. Set Stakes y 6' Max. I 3. Staple Filter Material To Stakes And Extend It Into The Trench A 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes Sheet Floti (Perspe( 4. Backfill And Compact The Excavated Soil Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) INSTALLING A FILTER FABRIC SILT FENCE Straw Bales Are To Be Placed 4 Inches In The Soil. Tightly Abutting With No Gap. Staked And Backfilled Around The Entire Outside Perimeter. Runoff Water with Sediment CITY INDEX NO. 607; 2 OF 3 N.T.S. Staked Straw Bale 1 \ I Filtered Water D l l 1 Ir(I ))I o000000o il� a.aa . p_.� 11( X11 lli II' .. d. .n.. Silt fence is to be installed around straw bales. See Index No. 607 Area Inlet with Grate Silt Fence Backfill SECTION A -A This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 %) where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as street or highway medians. TEMPORARY STRAW BALE SEDIMENT BARRIER AT STORM DRAIN DROP INLET CITY INDEX NO. 611; 1 OF 1 N.T.S. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST PONDING HT. FILTER FABRIC STEEL OR ATTACH SECURELY WOOD POST TO UPSTREAM 36" HIGH MAX. SIDE OF POST RUNOFF 12" MIN. 4" x 6" TRENCH WITH COMPACTED BACKFILL FLOW 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX SPACING WITHOUT WIRE SUPPORT FENCE 9" MAX. (RECOMMENDED) STORAGE HT. 12" MIN. 1" x 2" Stake Binding Wire Staked and Entrenched or Twine 50 lb (approx.) Straw Bale Filtered Compacted Soil to Runoff Prevent Piping F� I) ( � ( �:Rn ediment Laden u off FLOW II) I( PONDING HT. RUNOFF GRAVEL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 3 OF 3 N.T.S. 1. Excavate the Trench Properly Installed Straw Bale (Cross- Section) 2. Place and Stake Straw Bales Angle First Stake Toward Previously Laid Bale Wedge Loose Straw —Between Bales NOTES: 1. Fiberous filler material in front of block prevents gravel from washing into structure, 2. 2 "x4" Behind block and across throat helps keep block in place. Place in outer hole of spacer block. 3. Bales of hay and sod, similarly placed, may also be used. Gravel Filler Fiberious Filler Material 2 "x3" Perferred Building Block or Drilled 2 "x6" 2 "x4" Timber Sill Spacer Block TEMPORARY SEDIMENT TRAP AT CURB INLET CITY INDEX NO. 604; 1 OF 1 N.T.S. Bales Must Be Tightly Abutting With No Gaps 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. U) z 0 W U D o M o o 0 0 M W W CO CO p m m m 0 Q 1— ¢ W m Cn w LU o z z O � w (7 U a- E75 Q w � CO D m Q U Q 00 N L0 N I 07 0 W VJ J z Q Q W I� z Q LD of 0-) VJ Q � U W wM DQ Cn °m Qo C) J m z Q Ow O z �Q W 0 CD Q LLJ r w w OC) J o Cn ° N 0 U o_ \J co o O �Z_/ W W W LLJ M M Z z Cl) � � M N a) co Z o W z z J W Q o U F - aR � 0 la 0 Q W �� o W D W W �Z V W 0 J N > U Z U I-_z 0 (nM Z m"' Z CU Q � Q J U I° i1 C a 0o E Q LL0 I — J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Restraining Gasket (Typ.) L Thrust Restraint T (YP•) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. DO NOT USE FOR L = MINIMUM LENGTH TO BE VERTICAL OFFSETS RESTRAINED ON EACH SIDE OF FITTING (ft.) = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: NOM. PIPE SIZE ELBOWS (deg.) VALVE TEES BRANCH DEAD END 111.25122.501 45 1 90 LENGTH IN FEET (L) LENGTH IN FEET (L) 6" 4" 2 3 7 17 18 30 6" 2 5 10 23 30 42 8" 3 6 12 30 42 54 12" 4 8 17 42 < 76 16" 1 5 10 22 53 �s 97 20" 6 13 26 63 �s 117 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS L Ebba Iron Megalug (Typ.) NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. DUCTILE IRON PIPE THRUST RESTRAINT CITY INDEX NO. 403; 2 OF 2 NTS Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal (Tap at 45° angle) Saddle requil 4" P.V.C. on Iron service saddle Ford FC 202 series w /stainless steel band or approved equal uvuter Ivium iter Service Tubing iscopipe 5100 or Endot /Yardley ue Jet, SDR 9, 3408 Polyethylene CHLORINATION TAP DETAIL CITY INDEX NO. 408; 1 OF 3 NTS THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Pavement ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE ELBOWS (deg.) VALVE TEES DEAD SIZE 1 1.25 22.50 45 90 BRANCH END ALL FIRE HYDRANTS TO HAVE LENGTH IN FEET (L) 4" 2 4 9 21 28 46 6" 3 6 12 29 47 65 8" 4 8 16 38 66 85 NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE EBBA IRON 1500 SERIES RESTRAINERS. PVC PIPE THRUST RESTRAINT 3" BRASS IDENTIFICATION DISK 2'x2' CONCRETE PAD-\ DIRECTION & NUMBER OF TURNS TO OPEN VALVE "WATER" bO000�d CITY INDEX NO. 403; 1 OF 2 NTS 2" PVC w/ PLUG (SEE NOTE 5) COVER INSCRIBED WEER ---SIZE OF VALVE TYPE OF SERVICE: TYPE OF VALVE: WATER (POTABLE WATER) BUTTERFLY, GATE OR PLUG 3" BRASS IDENTIFICATION DISK 3000 PSI 2'x2'x6" Concrete Pad with 6x6 W.W.F. Compacted... Subgrdde See Note 1' 3 -Piece Adjustable Valve Box (No Substitutes) Water Main � a d D a � D f 12" (MIN) Cn 2 -12G Tracer wires :E E o 2" PVC _ Q) (See Index # 402, Q0 0 Sheet 2 of 5) o N 0- o Water Main Mech. Joint Valve NOTE: Restraining Joint 1. NO PVC RISERS ALLOWED TYPICAL VALVE SETTING CROSS - SECTION NOTES: 1. EXTENSION ON VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. OPERATING NUT SHALL BE SET SO AS TO BE WITHIN 12" TO 18" OF GRADE. 3. INSTALL 3" BRASS IDENTIFICATION DISK IN CONCRETE. 4. INSTALL 2" PVC WITH PLUG FOR TRACER WIRE STORAGE. 5. LOCATOR WIRE ACCESS - 2" (WHITE OR GRAY) SCHEDULE 80 PVC, BRASS FEMALE ADAPTOR COUPLING AND 2" BRASS PLUG W/ RECESS NUT. TERMINATE INSULATED, SOLID 12 GAUGE COPPER TRACER WIRE AT TOP W/ A MINIMUM 12" OF EXTRA WIRE. WATER VALVE BOX CONCRETE PAD PLAN VIEW 1 " Threaded Corporation Stop Curb Stop 1 "x 1 " 90° Ell, Brass; MUELLER H24350 or Ford MUELLER H- 10003, 4 B43- 332 -WQ with Lock 1 Y2" Threaded Corporation Stop 1-1 "x 12 " 90° Ell, Brass or Wing and Compression inlet FORD FB 400 -6 or 2 "x 2" 90° Ell, Brass (3/4" or 1 " use meter 2" Threaded Corporation Stop swivel nut, 12" or 2" use FORD FB 400 -7 or approved equal. See Note 5 RIP outlet) or approved equal Water Service Tubing Driscopipe 5100 or O�-Endot/Ycrdley Blue Jet, SDR 9, 3408 Polyethylene Water Main I 1 ", 1Y2" or 2" Comp x MIP Adapter, X MUELLER H15428 1 1Y2" or 2" 90° Ell, Brass 1"x 2 " 1 2 " x 2 " or 2"x 2 Nipple Brass Iron service saddle Ford FC 202 series w /stainless steel band and epoxy coated ductile iron body or approved equal. NOTES: 1. CONTRACTOR TO STAKE SERVICE CONNECTIONS, WHICH ARE TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE INDEX 401 SHEET 3 OF 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS OR SERVICE TAPS. METERS OR SERVICE TAPS SHALL NOT BE INSTALLED WITHIN OR UNDER DRIVEWAYS. 2. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR TWO HOURS ® 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 3. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. 4. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS. 5. TAPS SHOULD BE MADE ON A 45° ANGLE FROM TOP OF PIPE. FOR COVER 12" OR LESS, TAP SHALL BE MADE ON A 90° ANGLE FROM TOP OF PIPE. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ". WATER MAIN SERVICE CONNECTION DETAIL CITY INDEX NO. 401; 1 OF 3 NTS CITY INDEX NO. 402; 2 OF 5 NTS END CONNECTION �d 2" 'lug CITY INDEX NO. 402; 1 OF 5 NTS 2" Ball Val Hose Bil 3/4" Galv 2" Galvanized 2" Corpc Tapping ' Fire Hydrant Assembly (Typ.)` Connecting Piece w /integrally cast Mech. Joint Gland on one End -D.I. Rotatable Mech. Joint Gland on Other End. Valve and Hydrant Tee w /D.I. Rotatable Mech. Joint Gland on Plain End Branch- Mech. Joint Valve (See Note 3) Distance Varies (See Note 1) Mech. Joint Valve NOTES: 1. ON HYDRANTS REQUIRING RUNOUT LAST TWO JOINTS MUST BE RESTRAINED (SEE DETAIL 403 SHEET 2 OF 2). 2. HYDRANT RUN OUTS SHALL BE MAXIMUM 10 FEET OR LESS FROM WATER MAIN. 3. ON HYDRANT RUNOUTS GREATER THAN 10 FEET, INSTALL MECH. JOINT VALVE AT MAIN AND AT HYDRANT. ONLY APPROVED Kennedy Guardian No. K -81 D Mueller Super Centurion No. 25 American Darling B -84 -B AVK- Nostalgic 2780 TYPICAL HYDRANT SETTING PLAN VIEW 18" Min. 24" Max. NOTES: %. 1. ALL FIRE HYDRANTS TO HAVE Z 5 1/4" VALVE SEAT. 2. SEE INDEX 407, SHEET 1 OF 1 FOR JACK & BORE DETAILS. 3. SEE INDEX 402, SHEET 1 OF 5 FOR VALVE BOX SETTINGS. 4. ON HYDRANT RUNOUTS GREATER THAN 10 FEET FROM THE MAIN, 90° Ell INSTALL MECH. JOINT VALVE AT Q MAIN AND AT HYDRANT. 5. HYDRANT RUNOUTS SHALL BE MAX. VJ 10 FEET OR LESS FROM WATER MAIN, LO MADE OF DUCTILE IRON PIPE. TOP CONNECTION TEMPORARY BLOWOFF AND SAMPLE TAP CITY INDEX NO. 408; 2 OF 2 N.T.S. 0 o� 0 0 O O O F O 0 NOTE: Top View Device must be installed level. Ford Meter Flange Approved Backflow Fnrrl AnnIP Prevention Device (Flanged) TYPICAL SINGLE DEVICE 1-1/2" and 2" MODELS * APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES Hersey -Beeco Model FRP II Hersey -Beeco Model FDC Watts Model 909 or 009 Watts Model 709 or 007 Conbraco 40200 Conbraco 40100 TYPICAL METER SETS W /BACKFLOW PREVENTERS 1 -1/2" AND 2" MODELS CITY INDEX NO. 405; 2 OF 5 N.T.S. CITY INDEX NO. 402; 3 OF 5 NTS ONLY APPROVED Kennedy Guardian No. K -81 D Fire Hydrant Assembly Mueller Super Centurion No. 25 (Typ) American Darling B -84 -B AVK - Nostalgic 2780 Distance Varies (See Note 4) Valve Box (See Note 3) Valve Box (See Note 3) Mechanical Joint Valve ��Law Connecting Piece w /integrally Restraining cast Mech. Joint Gland on Joint one End -D.I. Rotatable Mech. (Typ.) Joint Gland on Other End. Tapping Sleeve & Valve By City, Fee by Owner or Contractor. TYPICAL HYDRANT SETTING CROSS - SECTION CITY INDEX NO. 402; 5 OF 5 NTS Z O U) > W U Z 0 Q VJ Q LO VJ J W o co Q < N M M Q (D 0 >- co w w CO m CI) Q O w W Z o Q C m CO Q m V w C c r c Q ° m N Iz- w w U p z � ILLI z O w U < U a- E75 Q w � C0 d C-0 D D U Q CID N LO N I 0 W M O coo Z Z ., 44 11� � � W W W W MM Z Z M 00 0 M N a) co Z o W Z z W Q o U a- a� Q W 5P O W U (D Z_ W W Z_ (D Z - W C J N > m U (D I` Z_ 0 U) co Z `' m Z n3 Q U I° d a 00 E Q co H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Z Q VJ Q LO VJ J W W co Q < r^ VJ m W ® - >- O J mLL CI) Q O w W Z H Q �- Q w V w C c r c Lij J U o U ° o_ N M O coo Z Z ., 44 11� � � W W W W MM Z Z M 00 0 M N a) co Z o W Z z W Q o U a- a� Q W 5P O W U (D Z_ W W Z_ (D Z - W C J N > m U (D I` Z_ 0 U) co Z `' m Z n3 Q U I° d a 00 E Q co H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Finish grade to allow 0.4' min., 1.0' max. fall from property line to back of curb. nimum 36" Behind Back of Curb Edge of Pavement 36" Ivll ll I cleanout Double —Sweep Tee —CITY OWNED AND MAINTAINED ervice Lateral SECTION sidewalk R/W CLEANOUT PLUG CHARLOTTE Pipe And Foundry - Company Part No. 106 Or Equal 30 " -36" or as Directed by the City Engineer HOMEOWNER OWNED _ AND MAINTAINED ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. STREET LATERAL CITY INDEX NO. 305; 1 OF 2 N.T.S. Concrete Pad 8" - Thick x 1' -6" Sa. See NOTE For Traffic Bearing Cover. .)cvvci VIUII1 TERMINAL CLEANOUT DETAIL N.T.S. CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No. 106 Or Equal Concrete Pad 8" - Thick x 1' -6" Sq. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company Part No. 101 Or Equal TWO —WAY CLEA CHARLOTTE Pip( Company Part Plug See NOTE For Traffic Bearing Cover. FEMALE ADAPTER CHARLOTTE Pipe And Foundry r rrr„ or,-+ Ni— 1 n1 nr Equal INLET B VENT PIPES OPTIONAL A INTERCEPTOR CELL PLAN VIEW TOP OF COVER TO MATCH EXISTING GRADE /PAVING \ WHERE APPLICABLE NOTE: Cleanout Plug Cover To Be U.S. Foundry 7623 Or Equal. TERMINAL END CLEAN -OUT DETAIL CITY INDEX NO. 304; 2 OF 2 N.T.S. CLEANOUT DETAIL N.T.S. STANDARD CLEAN -OUT DETAIL CITY INDEX NO. 304; 1 OF 2 N.T.S. OUTLET INTERCEPTOR CELL SIZING CHART GALLON CAPACITY A B C D E 750 7' -0" 4' -8" 7' -0" 4' -3" 3' -11" 1000 9' -0" 5' -0" 7' -2" 4' -2" 3' -10" 1250 9' -0" 5' -0" 7' -2" 5' -2" 4' -10" — j LENGTH LENGTH INTERCEPTOR CELL SAMPLING CELL SECTION VIEW GREASE INTERCEPTOR NTS U) z 0 W U General Notes: DES SAMPLING CELL (IF REQUIRED) 1. The interceptor system may consist of multiple 0 interceptor cells, if required greater than 1250 gallon LOCKING FRAME & COVER capacity. AIR & GAS TIGHT 2. One sampling cell per system shall be installed at outfall to main. 6" OR LARGER 3. Concrete wall coating taking into consideration the water —oil mix. 4. Contractor to supply & install all piping and W Q sanitary tee's, clean —outs for cleaning toward and VJ J W o M Q away from interceptor (alternate dual sweep p N M D clean— outs). (.D 0 OUTLET TO 5. Contractor shall assure 2,500 PSI minimum soil W m m SANITARY bearing capacity @ bedding elevation. O w W SEWER MAIN p c NOTES: m J Lli 1. Concrete: 4500psi @ 28 day. Q SAMPLING CELL D 2. Rebar: ASTM A615 Grade 60. LLJ J U (IF REQUIRED) ° o 3. Mesh: ASTM A815 Grade 65. D 4. Design: AC13 18 -83 Building Code w m rn ASTM C857 Minimum Structural o z Design Loading for Underground ww w Precast Concrete Utility Structures z 5. Loads: H -20 truck wheels w /30% impact per W CD AASHTO. U a- 6. Fill w /clean water prior to start up of system. E75 Q w 7. Gray water only, black water shall be carried by v� separate sewer. — j LENGTH LENGTH INTERCEPTOR CELL SAMPLING CELL SECTION VIEW GREASE INTERCEPTOR NTS U) z 0 W U Z 0 ry D W Q ti VJ J W o M Q p N M D 0� (.D 0 co W W m m U) Q O w W Z p c O m J Lli m Q m D 00 LLJ J U o U ° o N 1— Q w m rn > o z ww w z O W CD U a- E75 Q w � v� d U C) Q U Q 00 N LCD N I rn 0 w V M CD CS CD �Z_/ LLI W W LLJ (0 Cl) z z M Cl) (I� N LL Z v O LLI Z z J w Q o C.) F - o�- 0 a. w 0 o �I 0 LLJ mom U Z LLJ W Uj Z_ Q Z LLJ 0 J (V > (3) .5 U U C7 I` Z 0 VJ U) `o' Z `' U) Z n3 Q J U I° d C a 0o E Q L0 H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES C 75 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Z ry D W Q ti VJ J W W M Q p 000 0� W ® 0 O J mLL U) Q O w W Z H �- O J Q (D Q F--- V w C c 00 LLJ J U o U ° o N V M CD CS CD �Z_/ LLI W W LLJ (0 Cl) z z M Cl) (I� N LL Z v O LLI Z z J w Q o C.) F - o�- 0 a. w 0 o �I 0 LLJ mom U Z LLJ W Uj Z_ Q Z LLJ 0 J (V > (3) .5 U U C7 I` Z 0 VJ U) `o' Z `' U) Z n3 Q J U I° d C a 0o E Q L0 H J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES C 75 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER MERC 2 � DRIVE THRU SITE WIRING T1.0/ (COD AND SPEAKER POST) GENERAL- NOTES 1. WIND LOAD: BASIC WIND SPEED (3— SECOND GUST): 125 MPH WIND IMPORTANCE FACTOR (Iw): 0.77, CATEGORY I WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: 0.0 (OPEN STRUCTURE) DESIGN WIND PRESSURE: 18.0 PSF 2. SIGNAGE & DRIVE —THRU ELEMENTS: COD, DRIVE —THRU PYLON /CLEARANCE POLE, BOLLARD SIGN, AND FREESTANDING MERCHANDIZER SHALL BE CONSISTENT WITH THE 2006 STANDARD BUILDING DESIGN DRIVE —THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED. 3. GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS, McDONALD'S PROJECT MANAGER, AND SIGNAGE SUPPLIER TO DETERMINE EXACT LOCATION, ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE —THRU ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH OTHER TRADES. 4. CONTACT McDONALD'S PROJECT MANAGER FOR SIGNAGE & DRIVE —THRU ELEMENT FOOTING AND WIRING REQUIREMENTS. SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING. 5. SEE DETAIL 2 /DT1.0 AND ELECTRICAL SHEETS FOR DRIVE THRU WIRING INFORMATION. 6. GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 7. GENERAL CONTRACTOR TO INSTALL PRE — FORMED, PRE —WIRED VEHICLE DETECTOR LOOP. 8. GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR SUPPLIER. KEY NOTES ❑ELECTRICAL EQUIPMENT ITEM 215.02E5* IN PRESENTATION BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. ❑OPTIONAL DRIVE —THRU WINDOW DETECTOR Z LOOP FOR ORDER & PRESENTATION WINDOWS — SEE 3B /DT1.0. GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. ❑ELECTRICAL EQUIPMENT ITEM #215.02E4 IN 3 ORDER /CASH BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. PROVIDE STEEL CONDUIT AND CONDUCTOR ❑ 4 PER POS & COD ISOLATED GROUND /DEDICATED CIRCUIT DETAIL. 1/2 "C -2 #12 & 1 #12 GROUND & 1 #12 ISOLATED GROUND. PROVIDE 1 CB PER COD. 1 1/2" PVC CONDUIT FOR REMOTE LOOP ❑5 DETECTOR & COD AUDIO CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. 1 1/2"C FOR COD DATA CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. CONDUIT FOR COD LOOP DETECTOR, F ELECTRICAL EQUIPMENT ITEM 217.1 1 E1 * — SEE 3A /DT1.0. 1/2 "C -2 #12, POWER FOR MENU BOARD ILLUMINATION. "ORDER HERE" CANOPY LIGHTS. * SEE ELECTRICAL EQUIPMENT SCHEDULE FOR NOTES ON NUMBERED ELECTRICAL EQUIPMENT. 1-1/2" PVC CONDUITS TO BUILDING FOR: BUILDING WALL NAME • LOOP DETECTOR & AUDIO CONCRETE CURB NOTES • DATA CABLE 1 1/2" PVC SLEEVE FOR 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR 1/2" STEEL CONDUIT TO BUILDING FOR COD DETECTOR LOOP LOOP MANUFACTURER. POWER COD POST FOUNDATION — SEE CIVIL LMR 2 CENTER VEHICLE DETECTOR LOOP (ITEM # ,XXX =± .015 XXXX = REAM ANGULAR: 2' -0' TO 2' -6" 217.1 1 E1) IN DRIVE THRU LANE. INSTALL PER MFR. 1 1/2" PVC SLEEVE FOR DETECTOR LOOP W RECOMMENDATIONS. MACHINED .5 BEND ± 1 DETECTOR C° 90 3. SEE CIVIL FOR DIMENSIONS OF DRIVE —THRU LANE 2' -0" I 2' -6" LOOP CONCRETE PAD FOR DETECTOR LOOP. DETECTOR 5 —0 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE 9O LOOP TRAFFIC USED WITHIN 2' OF LOOP. 4 FLOW ° 5' —O" B 5. DETECTOR LOOP MANUFACTURERS: A M DETECTOR LOOPS MAY BE BY ONE OF THE W WIDTH OF DRIVE —THRU LANE FOLLOWINGS COMPANIES OR EQUAL. TRAFFIC WITHOUT THE WRITTEN PERMISSION OF EVERBRITE, LLC. IS STRICTLY PROHIBITED. 3M: 1 — 800 - 328 -0033 FLOW PLAN HME. 1-800-848-4468 CONCRETE CURB SEE CIVIL 1 1/2" PVC SLEEVE IN D/T SLAB SHEET 1 OF 1 FOR VEHICLE DETECTOR LOOP 6. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM PLAN WIDTH OF DRIVE —THRU LANE m ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED PAVEMENT WIRE. LEAD —IN IS PRE — TWISTED AT FACTORY. LEAD IN WIRES 2" MAX 7. DETECTOR LOOP CONSTRUCTION: COD POST AND FOUNDATION — SEE °w FORMED WITH ONE CONTINUOUS LENGTH OF PVC CIVIL ° WITH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. CONCRETE CURB SEE CIVIL z 0 CONCRETE CURB c? PAVEMENT U 0� 2" MAX FOUNDATION WALL SECTION 1 1/2" PVC SLEEVE FOR NOTE: DETECTOR LOOPS AT PRESENTATION AND VEHICLE DETECTOR LOOP m ORDER WINDOWS ARE OPTIONAL. ° ° (UD Q GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. SECTION LOOP DETAILS A - C.O.D. DETECTOR LOOP B - DT WINDOW DETECTOR LOOP &ETECTOR OT TO SCALE 8 7 6 5 4 3 2 1 9' -4" 4 3/4 6' f 5 1/4" 9 1/3' C 3 B A 8' -0" L, 2'-6 "--J m 7: 7' -0" N ANCHOR BOLT PATTERN 11'-1 1/8" —2 3/4" 0 5" CENTER HOLE FOR CONDUIT 0 1,5" CONDUIT FOR DATA & ETHERNET 0 1,5" CONDUIT FOR LOOP DETECTOR 0 112' CONDUIT FOR 120 VOLT PRIMARY WIRES MATERIAL SPEC: BASE PLATE: 125" x 18" x 28" ASTM A36 STEEL, PAINTED CAVIAR TUBESi 1/4" WALL x 2" x 6" x 11667" LONG ASTM A36 STEEL TOP PLATE: 125" x 4" x 15" ASTM A36 STEEL, PAINTED SILVER CANOPY 7' x 9'4" FIBERGLASS PAINTED YELLOW SWING ARM: 166A FORMED GALVANNEALED SHEET METAL, ATTACHED TO POLE WITH (5) 1/2 -13 x 15 " HXHD BOLTS ORDER HERE LETTERS1 3/4" THICK ALUMINUM PAINTED BLACK WITH YELLOW VINYL, ATTACHED TO SWING ARM WITH (3) 1/4 -20 x 1" HXHD BOLTS CLADDINGS 4 mm THICK ACM, PAINTED DOVE WHITE I / I 0,875 (4 PLACES) LINE LOAD: CANOPY: 3,64 AMPS AT 120 VOLTS EVERBRITE LCD: 2,0 AMPS AT 120 VOLTS CIRCUIT REQUIRED: (1)15 AMPS, 120 VOLT, 60 HERTZ Rev: A 22 3/4" TOP PLATES LAYOUT TO MATCH CANOPY NEXT ASSY USED ON APPLICATION 4 DESCRIPTION: INITIAL RELEASE DATE: APPROVED: 18MAR09 12" UIVLCJJ U l MLK W 13L JrLuir lC11 DIMENSIONS ARE IN INCHES NAME DATE I PRODUCT; McDONALD'S DRAWN LMR 18MAR09 TOLERANCES; ARCADE BUILDING FRACTIONAL ± 1/8 X = ± 06 XX = ±.03 CHECKED DESIGNED LMR ,XXX =± .015 XXXX = REAM ANGULAR: Q CUSTOMER SERV. W TITLE: TWIN POLE w/ LCD MACHINED .5 BEND ± 1 FINISH ENG APPR, m ry PROPRIETARY AND CONFIDENTIAL >_ m 0 LL Q Z THE INFORMATION CONTAINED IN THIS SIZE DWG. NO. REV ° DRAWING IS THE SOLE PROPERTY OF EVERBRITE, LLC. ANY REPRODUCTION B Z A O 018 4 4 S LCD A M IN PART OR AS A WHOLE W m m WITHOUT THE WRITTEN PERMISSION OF EVERBRITE, LLC. IS STRICTLY PROHIBITED. DO NOT SCALE DRAWING SCALE; 1;32 YPE FINAL SHEET 1 OF 1 i V B U) z O w w U Z Q D Q W� Q W co �w 0 m ry o >_ m 0 LL Q Z 0w 0�� M ° ° cD 0 U w M W W m m p co c m m m ° Q ° m w °w ° z > w z 0 w c? i�: U 0� m U ° ° (UD Q cn J_ w Q z Q U) D 2 w ry N 0 W 0 Q z 0 z U w z 0 U co N N 0 W M O C? o Z_ W W W M M z Z M 00 0 M N (3) co Z W 0 W z z J W Q o U off- 0 a. Q W 0 v W mom U C� z W W ui z_ CD Z W co J N > .5 U U C7 r— z 0 N� Z M U) z c� Q U i° d C CD 0- 3C Lo O E Q I- J SHEET: Cm7,6 Z Q D Q W� Q W co �w 0 m ry Q J >_ m 0 LL Q Z 0w 0�� ,� Q CD Q U w tiW oc) J 0 d NU M O C? o Z_ W W W M M z Z M 00 0 M N (3) co Z W 0 W z z J W Q o U off- 0 a. Q W 0 v W mom U C� z W W ui z_ CD Z W co J N > .5 U U C7 r— z 0 N� Z M U) z c� Q U i° d C CD 0- 3C Lo O E Q I- J SHEET: Cm7,6 LANDSCAPE DATA LANDSCAPE DESIGN STANDARDS: - PALM TREES CAN BE USED TO SATISFY 75% OF TREE REQUIREMENTS ON BEACH, SAND KEY & ISLAND ESTATES, 25% ELSEWHERE IN THE CITY. STAGGERED CLUSTERS OF 3 PALM TREES = 1 SHADE TREE, EXCEPT FOR SPECIMEN PALM TREES SUCH AS: PHOENIX CANARIENSIS (CANARY ISLAND DATE PALM), PHOENIX DACTYLIFERA (EDIBLE DATE PALM) AND PHOENIX RECLINATA (SENEGAL DATE PALM), WHICH COUNT AS SHADE TREES ON A 1:1 RATIO. TWO ACCENT TREES = 1 SHADE TREE; UNLESS OVERHEAD LINES ARE Z-L'jns,�O a L :E��QAK/(CITYTREE�/ISE OU GE ,HOW ER ECI= I FE R /ED ER MONOCULTURES ET OM YI ER V US EA AND AT LEAST TEN PERCENT OF THE TOTAL NUMBER OF TREES SHALL BE OF A SP CIES vv CONSPICUOUS FLOWERING. EX. WM -A MINIMUM VARIETY OF TREE SPECIES SHALL BE PROVIDED. EACH SPECIES SHALL PROVIDE A MINIMUM OF TEN PERCENT OF THE TOTAL NUMBER OF TREES. - USE OF HIBISCUS (CITY FLOWER) IS ENCOURAGED FOR NON - REQUIRED LANDSCAPE PLANTINGS, ESPECIALLY FOR ACCENT MARKING AT ENTRANCES AND OTHER POINTS OF HIGH VISIBILITY. GROUND COVER IS ENCOURAGED IN LIEU OF TURF TO REDUCE IRRIGATION NEEDS. TURF AREAS SHOULD BE CONSOLIDATED AND LIMITED TO AREAS OF PEDESTRIAN TRAFFIC, RECREATION AND EROSION CONTROL. - LANDSCAPING FOR THE INTERIOR OF PARKING LOTS SHALL BE PROVIDED IF THE PAVED VEHICULAR USE AREA IS GREATER THAN 4,000 SQUARE FEET. - FOUNDATION PLANTINGS SHALL BE PROVIDED FOR 100 PERCENT OF A BUILDING FACADE WITH FRONTAGE ALONG A STREET RIGHT -OF -WAY, EXCLUDING SPACE NECESSARY FOR BUILDING INGRESS AND EGRESS, WITHIN A MINIMUM FIVE -FOOT WIDE LANDSCAPED AREA. PLANTING MATERIAL PROVIDED: TOTAL TREES PROVIDED: 40 (25 SHADE, 20 ACCENT AT 2:1 RATIO, 15 PALMS AT 3:1 RATIO) DROUGHT TOLERANT TREES: 100% FLORIDA NATIVE TREES: 87% SHADE TREES: 62.5% ACCENT TREES: 25% PALMS: 12.5% - PERIMETER BUFFER: ONE (1) TREE PER 35 FT AND 100% SHRUBS TREES REQUIRED: [(150 FT -36 FT- (2)X20 FT- (2)X20 FT +372 FT -30 FT- (2)X20 FT +150 FT +372 FT)] / 35 = 24 EXISTING TREES TO REMAIN: 0 PROPOSED TREES: 24 (9 SHADE, 20 ACCENT AT 2:1 RATIO, 15 PALMS AT 3:1 RATIO) TREES PROVIDED: 0 +24 =24 SHRUBS REQUIRED: [(150 FT -36 FT- (2)X20 FT- (2)X20 FT +372 FT -30 FT- (2)X20 FT +150 FT +372 FT)] / 3 = 286 SHRUBS PROVIDED: 446 - INTERIOR LANDSCAPE: MINIMUM 1 TREE PER ISLAND OR 1 TREE PER 150 SF OF REQUIRED GREENSPACE PROPOSED VEHICULAR USE AREA (V.U.A.): 28,047 SF INTERIOR LANDSCAPE AREA REQUIRED: 2,805 SF (10.0% OF V.U.A.) INTERIOR LANDSCAPE AREA PROVIDED: 3,196 SF (11.4% OF V.U.A.) TREES REQUIRED: 9 ISLANDS / 1 TREE PER ISLAND = 9 OR ONE (1) TREE PER 150 SF OF REQUIRED INTERIOR LANDSCAPE AREA = 2,805 SF / 150 SF = 19 EXISTING TREES TO REMAIN: 0 PROPOSED TREES: 16 (16 SHADE) TREES PROVIDED: 0 +16 =16 SHRUB AREA REQUIRED: 50% OF REQUIRED INTERIOR LANDSCAPE AREA SHRUB AREA PROVIDED: 50% GROUND COVER AREA PROVIDED: 50% PLANT SCHEDULE SHADE QTY BOTANICAL NAME I I Junlperu5 5ilicicola 14 Magnolia grandiflora 'Little Gem' ACCENT QTY BOTANICAL NAME 10 Conocarpu5 erectu5 5criceu5 10 Lager5troemia indica 'Red' PALM TREES QTY BOTANICAL NAME 3 15 Sabal palmetto > �hN) SHRUBS QTY BOTANICAL NAME 0 291 Ixora coccinea 'Maui' 14 Podocarpu5 macrophyllU5 28 Spartina bakers 255 Viburnum 5u5pen5um MEDIUM GROUND COVERS QTY BOTANICAL NAME 279 Lantana camara ' Dalla5 Red' 116 Juniperu5 chinen515 'Parsoni' 1 SOD /SEED QTY BOTANICAL NAME W W 7,290 5f Pa5palum notatum 'Argentine' 1 ,892 5f Stenotaphrum 5ecundatum ' Floritam' TALL GROUND COVERS QTY BOTANICAL NAME 38G Duranta erecta 'Gold Mound' 172 Llriope mu5cari 'Super Green Giant' 153 Dianella Ta5manica 'Variegated' COMMON NAME Southern Red Cedar Dwarf Southern Magnolia COMMON NAME Silver Button Wood Crape Myrtle COMMON NAME Cabbage Palmetto COMMON NAME Maul Ixora Yew Pine Sand Cord Grass Sandankwa Viburnum COMMON NAME Dallas Red Lantana Parsoni Juniper COMMON NAME Bahia Grass Floritam St. Augustine Sod COMMON NAME Gold Mound Duranta Super Green Giant Lily Turf Variegated Flax Lily Turf EX. W M E CONT CAL SIZE SPA 30 gal 2.5 "Cal 10 -1 2'H As Shown 30 gal 2.5 "Cal 1 0 -1 2' H A5 Shown CONT CAL SIZE SPA 30 gal 2 "Cal 8 -10' H A5 Shown 45 gal 2 "Cal 8' +H A5 Shown CONT CAL SIZE SPA D * D Robust 10' +CT As Shown SIZE HT SPA Om 3 gal 18 "H 30 "OC m 3 gal 24 "H 30110C ® 3 gal 24 "H 30 "OC 01 3 gal 24 "H 30 "OC IIIr,�I.111 CONT FIELD2 FIELD3 V=45M H - I gal U %1 m m I gal m ® 30'R [Ikllkla�! �IIIIE:�ii�il Illhi�'iiill' CONT FIELD2 FIELD3 sod sod CONT FIELD2 FIELD3 I gal Mr�t1 W gal gal 214 DE 2 LR Ill�lllll'I � .,13 294 5f ., IIILVrf,, IIII�}Ilr� }i� SA � 99 111111111 i:% DE TRIANGLE (TYP.) 0 Q 2 ;alb I �I. > wl LR � J S m I IIIIII;1 IIIIII1;� IIIII!,�1�5 Illl�ii�a Om U • m m a. ® b iii �Irr„ij1 01 O IIIr,�I.111 iii \/� V=45M H - U %1 m m m ® 30'R [Ikllkla�! �IIIIE:�ii�il Illhi�'iiill' } 214 DE 2 LR Ill�lllll'I � .,13 • II�O+rrl IIILVrf,, IIII�}Ilr� }i� uii:Invlil 214 DE 2 LR illil[IIIgIiiU ililililllllfi ° �ID;91 {a<<. gh[II;1 sn' n,��I'I {; , '!IP' ]a: n�� ♦�,��y N � III � �iuillk. �I�, _ ale e_ 1►►,. 111 . �r _ r X11 / �[ , • � 1'��'((� a i+�1� � �i \ii��.\k�I�k�� :'I +ils p� 1 01�C�• L Y }1RP RZ � r'rsPkLJl �i �._.. �Y1 ► "_IG �I�i � III �I'IIF: �Nlh�li EM ® \m `;iitali m m m WINK 11,1►°= ®s�Boom I EX. WM EX WM _ EX. WM ERA FIR 1/2" 0.60'S., 1.37'W. C� M 4'x4" 345 T6 390 5/8' 6390 58'S. , 1.40'W �� m 1HIS m III •�' i1 ! . � � I III!' • �I� ©� ILL :III III�- co �r 1 Iliilil j III z 1K IL�IjI co • ® 1111 1 1 1 • LL -- o1!! ' r, 11111 • . L LL 0 ® 11 II1f�1,s11 fffl c li • III • — I11 — ® - 1 PAP FIR o j ,, •D•.. ,s.., O o ML LD I� q� —3. ` - it /��/ � �Iv ...I.0 �.LI�!M1, .,7• ��•i i ;1�}� ' tea.. .. ©I IML ® .. a.. 0.65' WALL 20. 18 I M L'' I DE 1 OO f4 21 13 JS O W y < LS Lg 28 x. SPACING JS 28 DE W I 7 290 sf FA 3 SB �" 9 JS 24" o.c. � I i 0 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER I�III IIJII,I,1 Illu� � .,13 • r ill �k� 111111111 i:% TRIANGLE (TYP.) V 45 MPH �IIII '11111111r;IC�vI/h ;alb I �I. D 465 FT �' � IIII��1i• m I IIIIII;1 IIIIII1;� IIIII!,�1�5 Illl�ii�a • m �j�IIPW t�'NI► ® TRIANGLE (TY� iii �Irr„ij1 IIIr,�I.111 iii \/� V=45M H - nIIII: IIIII+�I nllllll!1 %1 m m m ® [Ikllkla�! �IIIIE:�ii�il Illhi�'iiill' } illil[IIIgIiiU ililililllllfi ° �ID;91 {a<<. gh[II;1 sn' n,��I'I {; , '!IP' ]a: n�� ♦�,��y N � III � �iuillk. �I�, _ ale e_ 1►►,. 111 . �r _ r X11 / �[ , • � 1'��'((� a i+�1� � �i \ii��.\k�I�k�� :'I +ils p� 1 01�C�• L Y }1RP RZ � r'rsPkLJl �i �._.. �Y1 ► "_IG �I�i � III �I'IIF: �Nlh�li EM ® \m `;iitali m m m WINK 11,1►°= ®s�Boom I EX. WM EX WM _ EX. WM ERA FIR 1/2" 0.60'S., 1.37'W. C� M 4'x4" 345 T6 390 5/8' 6390 58'S. , 1.40'W �� m 1HIS m III •�' i1 ! . � � I III!' • �I� ©� ILL :III III�- co �r 1 Iliilil j III z 1K IL�IjI co • ® 1111 1 1 1 • LL -- o1!! ' r, 11111 • . L LL 0 ® 11 II1f�1,s11 fffl c li • III • — I11 — ® - 1 PAP FIR o j ,, •D•.. ,s.., O o ML LD I� q� —3. ` - it /��/ � �Iv ...I.0 �.LI�!M1, .,7• ��•i i ;1�}� ' tea.. .. ©I IML ® .. a.. 0.65' WALL 20. 18 I M L'' I DE 1 OO f4 21 13 JS O W y < LS Lg 28 x. SPACING JS 28 DE W I 7 290 sf FA 3 SB �" 9 JS 24" o.c. � I i 0 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER GULF TO B BAY B BOULEVARD TRIANGLE (TYP.) V 45 MPH D 465 FT VISIBILITY • m m i TRIANGLE (TY� iii V=45M H - - m m m ® ® } } ®rm Mr�t1 W M -� W.O.V, i if-- M � l e a---WA - ff ® ®� - I 0 l� �ii�� I EX. WM EX WM _ EX. WM ERA FIR 1/2" 0.60'S., 1.37'W. C� M 4'x4" 345 T6 390 5/8' 6390 58'S. , 1.40'W �� m 1HIS m III •�' i1 ! . � � I III!' • �I� ©� ILL :III III�- co �r 1 Iliilil j III z 1K IL�IjI co • ® 1111 1 1 1 • LL -- o1!! ' r, 11111 • . L LL 0 ® 11 II1f�1,s11 fffl c li • III • — I11 — ® - 1 PAP FIR o j ,, •D•.. ,s.., O o ML LD I� q� —3. ` - it /��/ � �Iv ...I.0 �.LI�!M1, .,7• ��•i i ;1�}� ' tea.. .. ©I IML ® .. a.. 0.65' WALL 20. 18 I M L'' I DE 1 OO f4 21 13 JS O W y < LS Lg 28 x. SPACING JS 28 DE W I 7 290 sf FA 3 SB �" 9 JS 24" o.c. � I i 0 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER PAP FIR o j ,, •D•.. ,s.., O o ML LD I� q� —3. ` - it /��/ � �Iv ...I.0 �.LI�!M1, .,7• ��•i i ;1�}� ' tea.. .. ©I IML ® .. a.. 0.65' WALL 20. 18 I M L'' I DE 1 OO f4 21 13 JS O W y < LS Lg 28 x. SPACING JS 28 DE W I 7 290 sf FA 3 SB �" 9 JS 24" o.c. � I i 0 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER a.. 0.65' WALL 20. 18 I M L'' I DE 1 OO f4 21 13 JS O W y < LS Lg 28 x. SPACING JS 28 DE W I 7 290 sf FA 3 SB �" 9 JS 24" o.c. � I i 0 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER 2 'al �111ip, 11;11!► III ►�'�a SPACING I�IIII% lllll� !1111111�L1 Iv;AI Ali 5111,8; F p}rl �IIIIIIIi�91.Lis11. ji ki" I� © !! nl 0 �ll.p 11 ►, ,1 dim l ki awn.; SPACING S.W. IIDi� IIIIIIFp` CORNE i OF • i11111u�l is I• 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER 30" o.c. 30" o.o. SJi . c nr, i anum ��..�i��►� ->s � .,�� -��:� i®i► Mm. FAR �. 11 S S.E. CORNER �'�� I �� ! � i�. 4 • .,�.. 1 III SIR 3,02'R ROGERS STREET (VACATED) 3.55'N.; 0.36'W, FIR 1/2" 3.55'N.; 1.04'W. F1 R 5/8"— FIR 1/2" LB# 2862 13.47'N.; 0.34'W. 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 EX. WM EX. WM z O H a U w 0 E z z O U) W w � H Q S m GRAPHIC SCALE 111=20' az 40 20 10 0 20 U C? M o o 0 0 M W W l7] m o W Q ULI LU m � W 0 z Y O o U) Q w a d O U Q 00 EXISTING TREE LEGEND N D7 N TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE NO. TOTAL (INCHES) (INCHES) 10 1 (1)0 13 1 (1)0 14 1 14 15 1 15 16 1 16 18 2 36 19 3 57 20 2 40 21 1 21 22 1 (1)0 23 1 23 24 3 72 26 1 26 27 1 27 30 1 30 33 1 33 35 1 (1)0 13 1 13 PALM 13 (1) 5 TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER TOTAL: I 429 (1) INDICATES DEAD TREE, TREE GRADED 2.5 AND RECOMMENDED FOR REMOVAL, PALM LESS THAN 10' CLEAR TRUNK OR INVASIVE SPECIE TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) (INCHES) 2.5 25 62 2 20 40 1 15 15 TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER TOTAL: I 117 NET REPLACEMENT DIFFERENCE: -312 GENERAL NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE PLAN SHEET L -2 & L -3 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN THE SIGHT DISTANCE TRIANGLE. 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 6 0 O U) z LID N� 1..1� C/ Q LL] W cM Q p! Q _j ®_ �— C/) m Q� W Q Q0 _I m LL Q Q Ow v zI_LU co 0 5� C) (� z � U Q w Q w 00 J o J ° N U U d co O cr) CD M o Z LLI ED LU M ct) z z co S S (D N 1- LI Z z M Z ILL L LL] Q o C) z a o H O LL] 0 U Z LL] LU (D W 00 J N > Z3 U 1 Z 0 � � Z cy') Z C) t° 11 0o E Q co I— J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER GENERAL LANDSCAPING NOTES 1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY REVIEW THE LANDSCAPE SPACIFICATIONS. THE WORK SHALL CONSIST OF THE FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS AS SHOWN ON THE LANDSCAPE PLANS AND DETAILS. THE WORK SHALL INCLUDE, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, AND MATERIALS CALLED FOR, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL PLANTS, PLANTING AREAS, AND SOD UNTIL ACCEPTANCE BY THE OWNER AND THE FULFILLING OF GUARANTEE PROVISIONS SPECIFIED HEREON. 2. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA # 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, FLORIDA DIVISION OF PLANT INDUSTRY, AND SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1- LATEST EDITION). 3. ALL PLANTS SHALL BE CONTAINER GROWN, UNLESS OTHERWISE NOTED. 4. ALL PALMS AND TREES SHALL HAVE STRAIGHT TRUNKS WITH NO TWISTS, KNOTTING, OR OTHER DEFFECTIVE CHARACTERISTICS. TREE & SHRUB PLANTING NOTES 1. ALL REQUIRED TREES SHALL BE A MINIMUM OF 12' HIGH, 3" CALIPER AT TIME OF PLANTING, UNLESS OTHERWISE zz LD INDICATED IN THE SPECIFICATIONS. a 2. THE ROOT MASS OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT cn TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE o FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES, THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF z INSTALLATION. O U) 3. SUPPORTING APPARATUS SHALL BE REMOVED AFTER ONE (1) COMPLETE GROWING SEASON. FLEXIBLE w ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS / STEMS TO W cr_ PREVENT CAMBIAL DAMAGE. a 4. PLANTING HOLES SHALL BE A MINIMUM OF 18 - 24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. 5. ALL PLANTING BEDS AND SINGLE TREES AND PALMS SHALL BE MULCHED WITH RECYCLED HARDWOOD MULCH INSTALLED TO A MINIMUM OF 3" THICK IN ALL PLANTING AREAS. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS SHALL BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. --,�--,� 2. EACH TREE AND SHRUB SHALL HAVE A RING OF RECYCLED HARWOOD MULCH 24 INCHES BEYOND ITS TRUNK IN ` ° PART CLEAN SAND AND ONE (1) PART COMMERCIAL COMPOST (CONSOLIDATED RESOURCE RECOVERY SCREENED ALL DIRECTIONS. IN ORDER TO PREVENT FUNGAL INFECTION MULCH SHALL BE PULLED BACK A FEW INCHES FROM 6. SOD SHALL BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. SOD SHALL YARD MULCH FINES OR APPROVED EQUAL). PLANTING SOIL MIXTURE SAMPLE SHALL BE SUBMITTED TO THE THE BASE OF EACH TREE. BE 95% WEED FREE. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12" X 24" AND SHALL BE FRESH 6. THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES ° M ° ° AND UNINJURED AT THE TIME OF PLANTING. SOD SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES / SHRUBS WITHIN THE FIRST FERTILIZATION co W W m m FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST GROWING SEASON INHIBITS ROOT GROWTH. o m PLANTINGS HAVE BEEN COMPLETED. APPLY AT THE MANUFACTURER'S RECOMMENDED RATE PER PLANTED AREA TREES AND SHRUBS m UNTIL IT IS PLANTED. DUMPING FROM VEHICLES SHALL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. Q o "AGRIFORM" o ° SOD SHALL BE LAID WITHIN 48 HOURS AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED. SHRUBS AND HEDGES uj ° m z o SOD THAT APPEARS DISEASED, INSECT INFESTED AND /OR DISCOLORED SHALL NOT BE ACCEPTED. o � w < _ 1. SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT o C-0 ° ° 16. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS OR OTHER a- Q 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICT IN PLANS PRIOR TO PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED, AND SPACED 30 INCHES ON CENTER, ui I- W SUITABLE BARRIER. PERFORMING ANY WORK IN THE AFFECTED AREA. UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN. 1 GALLON CONTAINER: 1 -21 GRAM TABLET v 00 17. PROPOSED TREES SHALL NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, 3 GALLON CONTAINER: 2 -21 GRAM TABLETS z U) N 5 GALLON CONTAINER: 3 -21 GRAM TABLETS CONTRACTOR SHALL BE FULLY ACQUAINTED WITH THE RELATED PAVING, SITE GRADING, WATER SUPPLY, 7 GALLON CONTAINER: 4 -21 GRAM TABLETS LO 8. ALL PLANT MATERIALS SHALL BE AS SPECIFIED ON THE LANDSCAPE PLAN. MATERIALS, LABOR OR INSTALLATION 2. PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 36 INCHES, EXCEPT Q ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PREVENT ANY MISUNDERSTANDING AND TO FACILITATE TREES: 3 -21 GRAM TABLETS PER EACH 1/2" CALIPER OF TRUNK (V TECHNIQUES THAT DO NOT ADHERE TO THE SPECIFICATIONS SHALL BE REJECTED BY THE OWNER'S FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED. LANDSCAPE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1- 800 - 432 -4770 PRIOR TO ANY CONSTRUCTION PALMS: 7 -21 GRAM TABLETS pj REPRESENTATIVE AND PROPER REPLACEMENT SHALL BE CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO I CONSTRUCTION TO IDENTIFY UTILITY LINE LOCATIONS. GROUNDCOVER AREAS ADDITIONAL COST. 3. HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A Z �U vJ CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET 0 18. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES AND PALMS FOR A PERIOD OF ONE 1 YEAR, () ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE FERTILIZER PER 0 9. SUBSTITUTIONS OF MATERIALS OR CHANGES TO THE DRAWINGS OR SPECIFICATIONS ARE STRICTLY VISIBILITY IS REQUIRED BY CODE. A VISIBILITY TRIANGLE SHALL BE AT LEAST 10 FEET ALONG THE ABUTTING MANUFACTURER'S SPECIFICATIONS. 0 LLI PROHIBITED. ALL DIMENSION SHALL BE FIELD - CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO RIGHT -OF -WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL z V �- CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. U 19. UPON NOTIFICATION BY THE OWNER OR THEIR REPRESENTATIVE, THE LANDSCAPE CONTRACTOR SHALL W z u) 10. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL NECESSARY SITE PREPARATION FOR PLANTING AS SPECIFIED. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH DO NOT REPRESENT SUCH AN INSTALLATION. 12. ALL PROPOSED LANDSCAPE AND SOD AREAS CONTAINING WEEDS SHALL BE TREATED WITH ROUND -UP PER MANUFACTURER'S SPECIFICATIONS. GROUNDCOVER 1. GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2. STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE LANDSCAPE AREA. Mill rH 1. A THREE (3) INCH LAYER OF RECYCLED HARWOOD MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 13. SOILS FOR ALL PLANT MATERIALS SHALL BE SUITABLE WITH REGARDS TO pH, SOIL TEXTURE, AND SOIL STRUCTURE. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS TOPSOIL, ONE (1) 2. EACH TREE AND SHRUB SHALL HAVE A RING OF RECYCLED HARWOOD MULCH 24 INCHES BEYOND ITS TRUNK IN PART CLEAN SAND AND ONE (1) PART COMMERCIAL COMPOST (CONSOLIDATED RESOURCE RECOVERY SCREENED ALL DIRECTIONS. IN ORDER TO PREVENT FUNGAL INFECTION MULCH SHALL BE PULLED BACK A FEW INCHES FROM YARD MULCH FINES OR APPROVED EQUAL). PLANTING SOIL MIXTURE SAMPLE SHALL BE SUBMITTED TO THE THE BASE OF EACH TREE. z OWNER'S REPRESENTATIVE FOR APPROVAL. NO PLANTING SHALL OCCUR UNTIL PLANTING SOIL IS APPROVED. FERTILIZATION 14. APPLY PRE - EMERGENT CHEMICAL WITH A PROPERLY CALIBRATED GRANULAR APPLICATOR AFTER INITIAL PLANTINGS HAVE BEEN COMPLETED. APPLY AT THE MANUFACTURER'S RECOMMENDED RATE PER PLANTED AREA TREES AND SHRUBS SPECIFIED. DO NOT APPLY PRE - EMERGENT CHEMICAL DIRECTLY ON PLANT MATERIAL. "AGRIFORM" 15. ALL PLANT MATERIALS SHALL BE PLANTED WITH TERRA -SORB AG, IN ACCORDANCE WITH THE ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH 20 -15 -5 PLANTING TABLETS AT THE TIME OF PLANTING AND PRIOR TO PIT BACKFILLING. TABLETS SHALL BEPLACED UNIFORMLY AROUND THE ROOT BALL AT A MANUFACTURER'S RECOMMENDATION FOR THE RATE OF APPLICATION. DEPTH THAT IS BETWEEN THE MIDDLE AND THE BOTTOM OF ROOT BALL. ��^^ v! ui 16. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS OR OTHER APPLICATION RATE: ui I- W SUITABLE BARRIER. 1 GALLON CONTAINER: 1 -21 GRAM TABLET v 17. PROPOSED TREES SHALL NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, 3 GALLON CONTAINER: 2 -21 GRAM TABLETS z U) EASEMENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THE 5 GALLON CONTAINER: 3 -21 GRAM TABLETS CONTRACTOR SHALL BE FULLY ACQUAINTED WITH THE RELATED PAVING, SITE GRADING, WATER SUPPLY, 7 GALLON CONTAINER: 4 -21 GRAM TABLETS W Q ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PREVENT ANY MISUNDERSTANDING AND TO FACILITATE TREES: 3 -21 GRAM TABLETS PER EACH 1/2" CALIPER OF TRUNK J LANDSCAPE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1- 800 - 432 -4770 PRIOR TO ANY CONSTRUCTION PALMS: 7 -21 GRAM TABLETS FOR UTILITY COORDINATION. IN ADDITION, NOTIFY THE OWNER A MINIMUM OF 72 HOURS IN ADVANCE OF CONSTRUCTION TO IDENTIFY UTILITY LINE LOCATIONS. GROUNDCOVER AREAS Z �U vJ 0 18. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES AND PALMS FOR A PERIOD OF ONE 1 YEAR, () ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE FERTILIZER PER ALL SHURBS AND GROUNDCOVER FOR SIX (6) MONTHS AND ALL SOD FOR 90 DAYS. GUARANTEE PERIOD SHALL MANUFACTURER'S SPECIFICATIONS. 0 BEGIN UPON FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. z V Z U 19. UPON NOTIFICATION BY THE OWNER OR THEIR REPRESENTATIVE, THE LANDSCAPE CONTRACTOR SHALL W z J W o REPAIR OR REPLACE DEFICIENCIES WITHIN 10 WORKING DAYS. o 20. ALL PLANT MATERIALS AND SOD SHALL BE WATERED BY THE LANDSCAPE CONTRACTOR FROM INITIAL PLANTING TIME UNTIL FINAL ACCEPTANCE BY OWNER'S REPRESENTATIVE. 21. THE LANDSCAPE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM CONSTRUCTION, ON A DAILY BASIS. 22. FINAL INSPECTION SHALL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED /INSTALLED CORRECTLY. THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION BY OWNER'S REPRESENTATIVE IN WRITING. 23. THE LANDSCAPE CONTRACTOR SHALL BE NOTIFIED IN WRITING OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS AFTER REINSPECTION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A NOTARIZED LETTER OF WARRANTY TO THE OWNER PRIOR TO FINAL ACCEPTANCEE. 24. UPON NOTICE OF FINAL ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE AND THE CONTRACTOR'S WARRANTY PERIOD BEGINS. NUISANCE TREE ERADICATION NOTES: 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREE SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - LATEST EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE, BUT ARE NOT LIMITED TO, BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS), PUNK TREES ( MELALEUCA QUINQUENERVIA OR MELALEUCA LEUCODENDRON), AUSTRALIAN PINE (CASUARINA EQUISETIFOLIA) AND CHINESE TALLOW (SAPIUM SEBIFERUM). CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. HAND REMOVAL SHALL BE REQUIRED IF NUISANCE TREE SPECIES ARE ADJACENT TO PROTECTED TREE SPECIES. SHOULD SAID REMOVAL CREATE A POTENTIAL FOR EROSION, THE AREA SHALL BE RESTABILIZED WITH SUITABLE MATERIAL. 2. ALL TREES LARGER THAN ONE (1) INCH DBH (DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND DISPOSED OF AT AN OFF -SITE LOCATION IN STRICT ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN -SITU WITH A FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN TO AVOID OVERSPRAY ON DESIRABLE VEGETATION. REMOVE DEAD BIOMASS. 4. THE CONTRACTOR SHALL PERFORM QUARTERLY INSPECTIONS OF TREATED AREAS AND RE -TREAT AS NEEDED TO ELIMINATE REGROWTH OF NUISANCE TREE SPECIES. IPS BEETLE PROTECTION 1. ENVIRONMENTAL MANAGEMENT RECOMMENDS THAT AN APPROVED INSECTICIDE BE APPLIED TO ALL PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE. THE OCCURENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED CONDITION WHICH MAY READILY RESULT FROM VARIOUS FORMS OF GROUND DISTURBANCE. THE APPLICATION OF AN INSECTICIDE IS RECOMMENDED PRIOR TO CONSTRUCTION ACTIVITY. 4th HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 Z LLI LLJ Z C� z LLI F z 0 r..l mom a x �i L0 M M N 0 z 0 N 0 Q 0 0 U i~ U uj © COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES I L 2 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER 0 Q LID I` W co J Q 00 m � 0 m LL 0 LU LL. >Q 0 Q Lu J CNU M o (' co °o Z C? r17_ 4 tY w ``' Z SS U a co Z X11 W J Q 0 z 2 W 0 /Wn V Z_ W W Z_ (D Z W 00 N J N m 0 U � U r` Z 0 J Z `' Z m c>3 Q J U I° II a °o E Q L0 I- J WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. z N z z0 J O O CD J Q �L()Ln M f O QQQ O or o ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING NTS SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. FINISHED GRADE KEEP MULCH FREE FROM A 6" RADIUS AT THE PLANT TRUNK. 7 4" HIGH WATER WELL. =111 - N o — ICI —I�I- PLANT TABLETS AS NOTED + J = III -111: OR SPEICIFIED. J < BACKFILL MIX, SEE NOTES Q m AND SPECIFICATIONS. o O Q m NATIVE SOIL MIX CO FIRMLY COMPACTED. PLANTING AT PLANTING AT V DOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRE THROUGH SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" – 8" THE EYE OF "CINCH –TIE" FROM BASE OF TREE. TREE. MULCH WITH A 3" THICK RUBBER SUPPORT. w MULCH WATER WELL 2" DIAMETER LODGEPOLE PINE ry w RECESS TURF AREA TREATED TREE STAKES. SET 1" TO ALLOW FOR MULCH. WELL AT SHRUB PERPENDICULAR TO PREVAILING Q FINISHED GRADE WIND. < x II FINISHED GRADE i O WELL AT SHRUB REMOVE NURSERY STAKE BY THE M AREAS. END OF MAINTENANCE. � W/ CLEAR ONN CO O � Q 2" LODGEPOLE PINE TREATED Q Q PLASTIC Q AT SHRUBS. 1X3 CROSSTIE, AVOID RUBBING � MIX, SEE INJURY TO TRUNK. Ln if 32" AT 15 GALLON APART. CO r RUBBER HOSE 48" ;IIIIIIII ROOT IIIII�IIIII�II TIE. 60" BALL z Q m m BACKFILL PLANTING AS PER AT 36" BOX f FINISHED GRADE. L` LL- PLANTING DETAIL. LANT TABLETS AS AVOID DAMAGE TO THE ROOT NOTED OR SPEICIFIED. BALL WITH THE SUPPORT STAKES. 2X ROOTBALL 0 16 32" AT 15 GALLON STAKING DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" – 8" RADIUS CIRCLE AROUND THE FROM BASE OF TREE. TREE. MULCH WITH A 3" THICK RADIUS CIRCLE AROUND THE LAYER OF SHREDDED BARK. MULCH WATER WELL J AREA TO 3" DEPTH. RECESS TURF AREA 6" HIGH WATER 1" TO ALLOW FOR MULCH. WELL AT SHRUB [)f ONCO O AREAS. FINISHED GRADE QQQ Q AT LAWN. II FINISHED GRADE i III AT SHRUBS. PLANT PIT DETAIL TREE PLANTING DOUBLE STAKE NTS PLANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 3 NATIVE SHRUB PLANTING NTS SET ROOTBALL CROWN 1 HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. FINISHED GRADE. :11111�i111- BACKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT. NATIVE SOIL MIX FIRMLY COMPACTED. xx x 0 PLANTING AT "CINCH– TIE ", "GRO– STRAIT ", + + Qmm m <00 —i KEEP TURF CLEAR FOR A 18" OR EQUAL FLEXIBLE RUBBER w o AERIAL GUY RADIUS CIRCLE AROUND THE KEEP MULCH 6" - 8" TREE TIES IN FIGURE EIGHT J J Ln FROM BASE OF TREE. ROOTBALL Q N [)f ONCO O W/ TWO GALV. ROOFING NAILS. x M I- QQQ Q MULCH WATER WELL O `n O 2X ROOTBALL WELL AT SHRUB m O AREAS. FINISHED GRADE CD X W/ CLEAR ONN CO O WELL AT SHRUB 2" LODGEPOLE PINE TREATED Q Q PLASTIC N N n AT SHRUBS. TREE STAKES. SET STAKES BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 GALLON APART. CO r RUBBER HOSE 48" AT 24" BOX 00 TIE. 60" AT 30" BOX Ln Q m m 72" AT 36" BOX PLANT PIT DETAIL TREE PLANTING DOUBLE STAKE NTS PLANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 3 NATIVE SHRUB PLANTING NTS SET ROOTBALL CROWN 1 HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. FINISHED GRADE. :11111�i111- BACKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT. NATIVE SOIL MIX FIRMLY COMPACTED. ROOTBALL III III III, I �- w o III�III1�1111 =1' �_j O Ln m- AVOID PLACING STAKES Q Q SEE PLANT PIT THRU ROOTBALL. DETAIL. 00 co STAKING DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. --J_j PLANTING AT v PLANTING AT "CINCH– TIE ", "GRO– STRAIT ", TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" OR EQUAL FLEXIBLE RUBBER w o AERIAL GUY RADIUS CIRCLE AROUND THE KEEP MULCH 6" - 8" TREE TIES IN FIGURE EIGHT J CABLES TO FROM BASE OF TREE. FASHION. ATTACH TO STAKE � CONNECT MULCH WATER WELL [)f ONCO O W/ TWO GALV. ROOFING NAILS. x TRUNKS: RECESS TURF AREA MULCH WATER WELL O `n 1 " TO ALLOW FOR MULCH. 2X ROOTBALL WELL AT SHRUB m 9 GA CABLE AREAS. FINISHED GRADE CD X W/ CLEAR AT LAWN. WELL AT SHRUB 2" LODGEPOLE PINE TREATED Q Q PLASTIC AT 366" BOX AT SHRUBS. TREE STAKES. SET STAKES COATING THRU ICI —ICI 1, +< m _111 =1 APPROXIMATELY 120 DEGREES 5/8" 1 III I FINISHED GRADE APART. CO r RUBBER HOSE ROOTBALL =III =I AT SHRUBS. 00 TIE. _ ¢aQ Q Ln Q m m O W f FINISHED GRADE. L` LL- O - - - LANT TABLETS AS CO Ln ROOTBALL III III III, I �- w o III�III1�1111 =1' �_j O Ln m- AVOID PLACING STAKES Q Q SEE PLANT PIT THRU ROOTBALL. DETAIL. 00 co STAKING DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. --J_j PLANTING AT v PLANTING AT TURF AREAS. TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" - 8" RADIUS CIRCLE AROUND THE KEEP MULCH 6" - 8" FROM BASE OF TREE. TREE. MULCH WITH A 3" THICK FROM BASE OF TREE. LAYER OF SHREDDED BARK. TREE. MULCH WITH A 3" THICK MULCH WATER WELL [)f ONCO O m w AREA TO 3" DEPTH. RECESS TURF AREA MULCH WATER WELL 6" HIGH WATER 1 " TO ALLOW FOR MULCH. 2X ROOTBALL WELL AT SHRUB 32" RECESS TURF AREA AREAS. FINISHED GRADE CD X 1 " TO ALLOW FOR MULCH. AT LAWN. WELL AT SHRUB _ —I FINISHED GRADE 72" AT 366" BOX AT SHRUBS. xxx— III = m m FINISHED GRADE ICI —ICI 1, +< m _111 =1 11 I I 1=1 1 III I FINISHED GRADE Q Q L, N o - ROOTBALL =III =I AT SHRUBS. _ ¢aQ Q Ln Q m m O W O - - - LANT TABLETS AS Of O N CO O N N N NOTED OR SPEICIFIED. BACKFILL MIX, SEE 2X ROOTBALL 0 NOTES AND SPECIFICATIONS. 32" AT 15 GALLON NATIVE SOIL MIX 48" AT 24" BOX FIRMLY COMPACTED. 60" AT 30" BOX 72" AT 36" BOX PLANT PIT DETAIL TREE PLANTING MULTI -STAKE NTS SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. - r-j PLANTING AT v PLANTING AT - TURF AREAS. ROOTBALL SHRUB AREAS. KEEP TURF CLEAR FOR A 18" M I— I- � aQQ Q KEEP MULCH 6" - 8" RADIUS CIRCLE AROUND THE FROM BASE OF TREE. w TREE. MULCH WITH A 3" THICK [)f ONCO O m w LAYER OF SHREDDED BARK. N N N rq MULCH WATER WELL m BACKFILL MIX, SEE 2X ROOTBALL AREA TO 3" DEPTH. 32" RECESS TURF AREA j 6" HIGH WATER CD X 1 " TO ALLOW FOR MULCH. 60" WELL AT SHRUB Ln m 72" AT 366" BOX AREAS. FINISHED GRADE AT LAWN. I FINISHED GRADE Q W =III =I AT SHRUBS. Ln Q m m W + m -1 -1 I — I_, _J LL N � J ROOTBALL Q M I— I- � aQQ Q O [)f ONCO O U) DOUBLE STAKE WITH WIRE: N N N rq BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 GALLON j 48" AT 24" BOX 60" AT 3" BOX PLANT PIT DETAIL 72" AT 366" BOX 4 TREE DOUBLE STAKE PLANTING NTS NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. D PLANT TABLETS AS NOTED OR SPEICIFIED. z NATIVE SOIL MIX FIRMLY COMPACTED. For Cabbage Palm Installation: For Cabbage Palms: Trim All Fronds at Time All Trunks to be Smooth and of Digging and Planting All Burn Marks Brushed Away For Washington Palm Installation: For Washington Palms: Leave inside row of fronds Leave all boots on trunk Tie up with biodegradable twine 2 Layers Burlap Pad at Support Contact — No o Nails in tree Wood Q) Wire Tie 2" x 4" Brace (Yellow Pine) L Space Three at 120° Typical Remove after one growing season. ;lil „ililllliillll� T=jym IIIIIIIIi 2 x 4 Stake (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim Finish Grade 3" Minimum Mulch Rootball, 16" Minimum Radius From Trunk Washed —In and Tamped Planting Soil Mixture Existing Soil PALM STAKING & PLANTING DETAIL NTS � i�� II 111 1 111 STAKING DETAIL 4b HUUKS BEFORE YOU DIG "CALL SUNSHINE” 1- 800 - 432 -4770 Z D v! J_ � Q >M W W cYa W �Q Q V J 0 cc W p Q° � J m '� Q Q Ow U z H Z 0 Wz W w 00 J o f 0 NU U o_ co c) CD C0 o Z W W W ``' ``' Z Z M 00 0 Cl) N �L z � o W Z z J W � Q o U off- a % < W \ O W mom U C� W W Z_ Q � - W 00 J N > U U U Z 0 Uj� Z z a n3 Q J U I° d C a 00 E Q LL0 co I� J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER 0 z U) DOUBLE STAKE WITH WIRE: j #12 GALVANIZED WIRE THROUGH THE EYE OF "CINCH -TIE" W RUBBER SUPPORT. W 0 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. } m REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. a z 1X3 CROSSTIE, AVOID RUBBING 0 INJURY TO TRUNK. 0 M o o 0 0 M W W m m ROOT Ilillll��llll 1 ¢ CO o m CO CO 0 BALL BACKFILL PLANTING AS PER Ui ° 0 LU PLANTING DETAIL. � � UL] tZ C w m O Q U a_ Q AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. 00 16" LO N I 0 W F- 4b HUUKS BEFORE YOU DIG "CALL SUNSHINE” 1- 800 - 432 -4770 Z D v! J_ � Q >M W W cYa W �Q Q V J 0 cc W p Q° � J m '� Q Q Ow U z H Z 0 Wz W w 00 J o f 0 NU U o_ co c) CD C0 o Z W W W ``' ``' Z Z M 00 0 Cl) N �L z � o W Z z J W � Q o U off- a % < W \ O W mom U C� W W Z_ Q � - W 00 J N > U U U Z 0 Uj� Z z a n3 Q J U I° d C a 00 E Q LL0 co I� J ©COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER TREE INVENTORY NO. SIZE SPECIE RATING COMMENTS O QL QUERCUS LAURIFOLIA LAUREL OAK PP 1 29" LIVE OAK 4.0 CO- DOMINANT TRUNK, UPLIFTING ADJACENT CURB / ASPHALT 2 13' CT CABBAGE PALM 3.5 CLOROTIC 3 13" LAUREL OAK 0.0 RECOMMENDED REMOVAL 4 10" LAUREL OAK 0.0 RECOMMENDED REMOVAL 5 21" LIVE OAK 3.0 TRI- DOMINANT TRUNK, RESTRICTED CANOPY 6 18" LIVE OAK 3.0 CO- DOMINANT TRUNK, RESTRICTED CANOPY 7 24" LIVE OAK 3.0 CO- DOMINANT TRUNK, RESTRICTED CANOPY 8 18" LIVE OAK 3.0 RESTRICTED CANOPY DUE TO POWER LINE 9 18" LAUREL OAK 3.0 RESTRICTED CANOPY, MINOR TIP DIE -BACK 10 15" LIVE OAK 3.0 RESTRICTED CANOPY, MINOR TIP DIE -BACK 11 14" LIVE OAK 3.0 RESTRICTED CANOPY, MINOR TIP DIE -BACK 12 29" LIVE OAK 3.0 RESTRICTED CANOPY, MODERATE CROWN DENSITY 13 22" LIVE OAK 3.5 CO- DOMINANT TRUNK, RESTRICTED CANOPY 14 T CT CABBAGE PALM 0.0 15 17" LIVE OAK 3.0 CO- DOMINANT TRUNK, RESTRICTED CANOPY 16 22" LAUREL OAK 2.5 RECOMMENDED REMOVAL 17 54' CT WASHINGTON PALM 0.0 INVASIVE PLANT SPECIE 18 35" LIVE OAK 2.5 RECOMMENDED REMOVAL 19 19" LIVE OAK 3.0 CO- DOMINANT TRUNK, RESTRICTED CANOPY 20 39' CT WASHINGTON PALM 0.0 INVASIVE PLANT SPECIE 21 17' CT CABBAGE PALM 4.0 22 11' CT CABBAGE PALM 4.0 23 6' CT CABBAGE PALM 0.0 N 24 12' CT CABBAGE PALM 4.0 25 30" LIVE OAK 4.0 MINOR GIRDLING ROOTS, MINOR CAVITIES 26 19" LIVE OAK 3.5 RESTRICTED CANOPY 27 6' CT CABBAGE PALM 0.0 28 15', 24' CT WASHINGTON PALM 0.0 INVASIVE PLANT SPECIE 29 23" LIVE OAK 3.0 TRI- DOMINANT TRUNK, RESTRICTED CANOPY 30 14' CT CABBAGE PALM 4.5 31 14' CT CABBAGE PALM 4.5 32 22" LIVE OAK 3.5 GIRDLING ROOTS, RESTRICTED CANOPY 33 27" LIVE OAK 3.5 CO- DOMINANT TRUNK, RESTRICTED CANOPY 34 19" LIVE OAK 3.0 GIRDLING ROOTS, MULTI - DOMINANT TRUNK 35 4' CT CABBAGE PALM 0.0 36 20" LIVE OAK 3.0 MULTI - DOMINANT TRUNK, RESTRICTED CANOPY 37 4' CT CABBAGE PALM 0.0 38 21" LIVE OAK 3.0 MULTI - DOMINANT TRUNK, MINOR TIP DIE -BACK 39 13" LONG LEAF PINE 3.0 POOR LIVE CROWN RATIO, POOR CROWN DENSITY 40 21" LIVE OAK 3.0 POOR LIVE CROWN RATIO, POOR CROWN DENSITY O (ASPHALT) N' FND N &D SET LB2610 Q W U O m m � C/7 0 0 r(02)�-p � C-) 30'R •li. 91 *1VR 30 " /26'R � 14 " /8'R N o � z O U Ln 21 '/19'R N 401 QV m GULF TO BAY BOULEVARD 110' PUBLIC R/W O 6' S/W N89'4 E3'1 GE 50'R 4 50'R 0 Q ®\ I (ASPHALT) 68.18' 00 Pr_ 2. ONE STORY C.B.S. "VILLAGE INN RESTAURANT" 2871 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA LOWEST FLOOR ELEV. = 30.66' 6 0' R EM 10 37' 41.20' CONC. ws o ❑ 13 ",4'R (ASPHALir39 P 5 N 20 "/23'R (ASPHALT) 38 Q 50'R \ 18 " /8'R 37 14 "/18'R �36 QV 13 " /8'R 18 " /20'R SP REFUSE AREA :3]64Q ii? ?JUICY maim ill OF LOT 14 50'R FCM 4 "x4" S8 "W L 345 (P.R.M.) 7/_S�89*43 'OYW FI 5/8" LB3906 0, S., 1.40'W Vi i j 32.05' TIE 65.93' Q 0 O f 27 " /30'R 50'R 50'R QV 08 0 N QV 70 19 "/25'R 50'R 50'R QL 09 15 "/18'R 0 19 "/18'R BB d z 0 13 "/15'R U N QV O QV 3 72 SP 37 ® ❑ QV 93 I i I I 33"//35'R 24 "/28'R 26 "/28'R /1 15 "/10'R (ASPHALT) L(� LO 13 "/10'R O 00 00 24 "/25'R 10 " /6'R 0' AL 22 "/23R 30 SP i6 "/18'R QL O 16 ❑ QV 32 Q °� SP 15 P] O 74 (ASPHALT) O IL Al2 " /5'R 38 "/37'R SP QV � WR 97 F21 20 9 QL RI (ASPHALT) 23 "/25'R SP 27 ® 18 - 1 " /10'R 8" 12" TWIN/ SR R 15 "/8 R 14 "/12'R SP A19"/23 'R 22 p SP SP 3 17 "/13'R A S.W. CORN \ QV ❑ S.E. CORNER OF LOT 1 26 16 " /10'R OF LOT 3 SIR 50'R 50'R 0'R FIR 5/8" E 176 S89 °32'51 "W 30 "/35'R 150.10'M; 150'R ❑- SIR 13.74'N.; 15' 24 "/25'RO SP 23 FIR 5/8" 3.5 .; 0.36'W. 4 FI 2" 3❑ Q ✓ QV 25 21"/7'R 3.55'N.; W. 2" FIR 1/2" LB #"2862 ROGERS STREET 0 ❑ 13.47'N.; 0.34'W. (VACATED) `7P 24 (ASPHALT) o1 114 LAT BNDY. FCM 4"x4" N.E. COR. OF LOT 1 2881 GULF TO BAY FIR 1/2" 0.60'S., 1.37'W. 250.1 VR 250.08'M ?Z0 0 20 40 60 GRAPHIC SCALE 1 inch = 20 feet TREE INVENTORY LEGEND ABBR. BOTANICAL COMMON QV QUERCUS VIRGINIANA O QL QUERCUS LAURIFOLIA LAUREL OAK PP PINUS PALUSTRIS LONG LEAF PINE SP SABAL PALMETTO CABBAGE /SABALPALM WR WASHINGTONIA ROBUSTA 13" DEAD QV CD 04 CONC. 63 M W W m m 12"/10'R 0 r` c m 05 m U z 0 m ° 0 LU Q w (ASPHALT) D w o z 20 "/28'R r� • A QV o CZ7 0 f\ O a_\ o o 2 d 18 '/35'R 32.05' TIE 65.93' Q 0 O f 27 " /30'R 50'R 50'R QV 08 0 N QV 70 19 "/25'R 50'R 50'R QL 09 15 "/18'R 0 19 "/18'R BB d z 0 13 "/15'R U N QV O QV 3 72 SP 37 ® ❑ QV 93 I i I I 33"//35'R 24 "/28'R 26 "/28'R /1 15 "/10'R (ASPHALT) L(� LO 13 "/10'R O 00 00 24 "/25'R 10 " /6'R 0' AL 22 "/23R 30 SP i6 "/18'R QL O 16 ❑ QV 32 Q °� SP 15 P] O 74 (ASPHALT) O IL Al2 " /5'R 38 "/37'R SP QV � WR 97 F21 20 9 QL RI (ASPHALT) 23 "/25'R SP 27 ® 18 - 1 " /10'R 8" 12" TWIN/ SR R 15 "/8 R 14 "/12'R SP A19"/23 'R 22 p SP SP 3 17 "/13'R A S.W. CORN \ QV ❑ S.E. CORNER OF LOT 1 26 16 " /10'R OF LOT 3 SIR 50'R 50'R 0'R FIR 5/8" E 176 S89 °32'51 "W 30 "/35'R 150.10'M; 150'R ❑- SIR 13.74'N.; 15' 24 "/25'RO SP 23 FIR 5/8" 3.5 .; 0.36'W. 4 FI 2" 3❑ Q ✓ QV 25 21"/7'R 3.55'N.; W. 2" FIR 1/2" LB #"2862 ROGERS STREET 0 ❑ 13.47'N.; 0.34'W. (VACATED) `7P 24 (ASPHALT) o1 114 LAT BNDY. FCM 4"x4" N.E. COR. OF LOT 1 2881 GULF TO BAY FIR 1/2" 0.60'S., 1.37'W. 250.1 VR 250.08'M ?Z0 0 20 40 60 GRAPHIC SCALE 1 inch = 20 feet TREE INVENTORY LEGEND ABBR. BOTANICAL COMMON QV QUERCUS VIRGINIANA LIVE OAK QL QUERCUS LAURIFOLIA LAUREL OAK PP PINUS PALUSTRIS LONG LEAF PINE SP SABAL PALMETTO CABBAGE /SABALPALM WR WASHINGTONIA ROBUSTA WASHINGTON PALM TREE INVENTORY" DETAIL T Fl F- F" /- A N I n F) 3H 'MBOL DTANICALABBR. TREE INVENTORY RATING a WIF Smm, Urban Forestry Solutions, Iic z 0 a U U) w 0 U) z O U) w w Q 0 ml 1 U ° CD M W W m m 0 } c m m m ° m LU Q w w w o z Y p w CZ7 U W o 2 d Q 00 N Ln N CD CD W z N� I..L z D Q J � p c/) Q �; >' w w M p! Q p � ®_ � m F__ Z 0 Q W _I m U- > Q ow z z LL P O Q W W C) �Q LU w w ~ o ° N U U d m Z z r 4 4 t w W M C Z W Lo r T Soo z M I (D 04 a) cu Z o w z z J W c Q 0 U LLI F a% 0 x/ \ O 2 w U z w LLI w �Z_r� V w N m J N > U 0 i' r- Z (D _ U) � Z CO Z J U LL °o E Q Ln I- J SHEET: PAVED SURFACE READINGS Average 4.0 NOTES: 11.5 1. THE F❑❑TCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLL ❑WING Avg:Min CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES Max:Min TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT QUANTITY BE THE RESPONSIBILITY OF SECURITY LIGHTING. 2. THE C❑NTRIBUTI ❑N OF THE SOFFIT / BUILDING LIGHTING IS NOT ❑ REFLECTED ON THE DRAWING UNLESS SOFFIT / BUILDING LIGHTING SGL IS SPECIFIED IN THE FIXTURE SCHEDULE BELOW, 3, DISTANCE BETWEEN READINGS 10' 4, FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY CONCRETE BY OTHERS BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO 135mph ADJOINING PROPERTIES OR ROADWAYS. 5, FOOTCANDLE LEVELS SHOWN ARE MAINTAINED. 2.7 3.9 MAINTENANCE FACTOR USED ON THIS DRAWING IS 0.75 1 TT -2A PAVED SURFACE READINGS Average 4.0 Maximum 11.5 Minimum 0.2 Avg:Min 19.98 Max:Min 57.50 PROPERTY LINE READINGS Average 0.2 Maximum 0.5 Minimum 0.0 Avg:Min N/A Max:Min N/A * PROJECT WIND LOAD CRITERIA BASED ON: 2010 FBC FIGURE C - CATEGORY I BUILDING AND STRUCTURE WIND SPEEDS (3 -SEC PEAK GUST MPH) AT 33 FEET ABOVE GROUND FOR EXPOSURE C CATEGORY. WIND SPEED CORRESPOND TO ANNUAL EXCEEDANCE PROBABILITY OF 0.00333 ** - SPECIFY COLOR C 0 WI Z� O" J m m co o_ 01 O U I FIXTURE TYPE: SYMBOL FIXTURE QUANTITY CONFIG QUANTITY TENON TOP BRACKETS QUANTITY EPA MOUNTING HEIGHT POLE TYPE: QUANTITY WIND LOAD* ALLOWED EPA ASB- C- 320PMH - * * -MT ❑ 13 SGL 11 N/A N/A 2.17 18' CONCRETE BY OTHERS 12 135mph N/A 4 O�2 1 2.7 3.9 DBL 1 TT -2A 1 5.54 8.5 6. 6 I 1 I 0.2 1 M 3.1 O 4.2 .4 0.4 0.2 0.2 I 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 6. 9 9.8 5 8.4 6. 1 0.4 25 2 I 2.5 2.3 6.2 1.7 1.6 .0 6.9 6.6 4. o 2. 2 4.6 2. 1 1 0.4 3.3 2 1 1 5.3 1.6 1.8 1.5 1.5 °° 4.8 7 0.7 0.5 0.3 • 4 1.9 1. 1 0.3 w U?lP"al °;,rrr soils O 4AAIA't< g00,AaWNOpreauraOdin 1 1 1.0 1.7 2.2 2.2 3.5 6.5 8.5 5.4 2.3 1.3 1.2 1.0 0.7 0.2 I 1 1 2.8 3.9 4.1 3.5 3.8 5.6 6.1 5.0 GULF TO BAY BOULEVARD 110' PUBLIC R/W I 2 v Formed alurrk.:l Pn housing 6.8 6.8 5.4 3.7 T�' LL 7.0 7.3 0.1 1 0.2 0.2 0.4 0.4 0.3 0.4 7.3 0. 0.3 0.3 0.2 0.1 0. 8.4 6. 4. L 2. 4 O�2 1 2.7 3.9 4.4 U. ® 4 4.4 5.7 8.5 6. 6 I 1 I 0.2 1 M 3.1 O 4.2 .4 0.4 0.2 0.2 I 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 6. 9 9.8 5 8.4 6. 1 0.4 25 2 I 2.5 2.3 6.2 1.7 1.6 .0 6.9 6.6 4. o 2. 2 4.6 2. 1 1 0.4 3.3 2 1 1 5.3 1.6 1.8 1.5 1.5 °° 4.8 7 0.7 0.5 0.3 • 4 1.9 1. 1 0.3 w U?lP"al °;,rrr soils O 4AAIA't< g00,AaWNOpreauraOdin 1 1 1.0 1.7 2.2 2.2 3.5 6.5 8.5 5.4 2.3 1.3 1.2 1.0 0.7 0.2 I 1 1 2.8 3.9 4.1 3.5 3.8 5.6 6.1 5.0 2.9 1.9 2.2 2.1 1.7 0 2 6.6 6.6 5.4 4.0 4.2 5.0 5.3 4.8 3.- 3.5 4.2 4.8 2. N i- Q II ~ a CD I 29 28 27 26 0.3 04 5 4 D4 0 0 I 10 I 10 3 2 3 3 11 0:3 1 0.3 I 1 0.2 I 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 ROGERS STREET (VACATEDI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DA A TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHOD . ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN EL CTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS, 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 ASS SERIES [a �III�I mill j .III. l� S GRAPHIC SCALE 1"=20' 40 20 10 0 20 A fui1 adjustab.a and directional lightirg system laeslgmd for rnaWrrlun fladblEy and ft challerges of md:yjl ligidng news. Adjrastet;le mounting allara for up to 45' tttabv a torimntal M ootimiae pedbr..mance, -bed arm rn s;ndng pr Ades true cutoIr In the same +.aloe -priced luminVre, IM t r-baulre Soadfications 2 v Formed alurrk.:l Pn housing 6.8 6.8 5.4 3.7 T�' LL 7.0 7.3 5.7 3.7 2.6 3.6 2.4 1.9 1. + 013 6.0 6.8 5.5 3.9 .6 8.4 6. 4. L 2. 4 O�2 1 2.7 3.9 4.4 4.0 ® 4 4.4 5.7 8.5 6. 6 I 1 I 0.2 1 M 3.1 3.1 4.2 4.2 3.0 2.0 1 1 I 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 6. 9 9.8 5 8.4 6. 1 0.4 25 2 I 2.5 2.3 6.2 1.7 1.6 .0 6.9 6.6 4. 2. 2 4.6 2. 1 1 0.4 3.3 2 1 1 5.3 1.6 1.8 1.5 1.5 °° 4.8 4.3 3.6 2. • 4 1.9 1. 1 0.3 w U?lP"al °;,rrr soils O 4AAIA't< g00,AaWNOpreauraOdin rQmk AM&acs+•,elr,.I*r.vAwftv,A"v eraw lDD� 1WO vaM hV pmura wdum s ayrxerfra�aa�s, 7 co 9 E9i RR9 aC" ,FT'filx+JAlrx+ar,.^atu U- U) • d 0.2 O U 2.0 0.2 5.9 0.3 0.6 1.1 1.5 1.7 1.4 1.4 5.0 6.D ors In, III d L10dw Picts o I.- ? � � • 8 1.3 0. Ln 0 N i- Q II ~ CD CD 0 tY J w 0 DWU) 0 2 LU 1.6-4.9 6.1 6.8 0.2 4.8 0.5 1.1 1.9 2.3 2.2 1.5 1.4 7. < w Q o 2.0 5.2 11.5 1 6.5 0.3 6.5 6.5 6.2 6.2 6.3 6.9 5. I 0.1 1 .4 7.2 7.4 4.6 5.2 7.0 7.5 6.3 5.0 4.0 I 011 1 3.2 2.7 2.5 3.4 6.4 8.1 6.0 3.3 W' 0X1.- J 0.2 11.1 4.3 4.0 3.1 1.7 1.4 �� -0Q cU) o JO W u- 2 4.8 2.8 0.5 CIL Of C. 7 5.4 3.5 1.7 1.4 OzLcncD o Z 1 0.5 1 5 8.4 6.- _0 LO _j 0 3 .8 8.2 5.6 3.6 1.8 1.5 O 5 6 0.5 3- O I 3.0 5.0 4.6 3.5 11.9 1.5 2 4.7 2. 0.4 _ 1.7 2.7 3.3 3.1 11.9 1.7 3 1 .9 1 . 1 0.4 0�2 I 1 1.8 2.8 3.5 11 2.1 1.8 5 1.1 I 0. ffi 1 0. 012 1 1 4.0 5.2 4.9 3.5 1. .5 1.1 1 0.6 0.3 29 28 27 26 0.3 04 5 4 D4 0 0 I 10 I 10 3 2 3 3 11 0:3 1 0.3 I 1 0.2 I 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 ROGERS STREET (VACATEDI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DA A TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHOD . ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN EL CTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS, 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 ASS SERIES [a �III�I mill j .III. l� S GRAPHIC SCALE 1"=20' 40 20 10 0 20 A fui1 adjustab.a and directional lightirg system laeslgmd for rnaWrrlun fladblEy and ft challerges of md:yjl ligidng news. Adjrastet;le mounting allara for up to 45' tttabv a torimntal M ootimiae pedbr..mance, -bed arm rn s;ndng pr Ades true cutoIr In the same +.aloe -priced luminVre, IM t r-baulre Soadfications v Formed alurrk.:l Pn housing * Type C'lcludes a diLstAae tenon • Act to lamp and ballast Adapter T�' 013 7.0 7.3 5.7 3.7 2.6 3.6 2.4 1.9 1. + 013 6.0 6.8 5.5 3.9 4.6 .6 3.7 4.3 4. L 2. O�2 1 2.7 3.9 4.4 4.0 ® 4 4.4 5.7 8.5 6. 6 I 1 I 0.2 1 M 3.1 3.3 3.6 5.6 6.6 6 0 5. 8.5 6. 1 1 I 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 6. 9 9.8 8.5 5.0 2.2 02 25 32 33 6.9 7.6 6.2 I 29 28 27 26 0.3 04 5 4 D4 0 0 I 10 I 10 3 2 3 3 11 0:3 1 0.3 I 1 0.2 I 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 ROGERS STREET (VACATEDI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DA A TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHOD . ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN EL CTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS, 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 ASS SERIES [a �III�I mill j .III. l� S GRAPHIC SCALE 1"=20' 40 20 10 0 20 A fui1 adjustab.a and directional lightirg system laeslgmd for rnaWrrlun fladblEy and ft challerges of md:yjl ligidng news. Adjrastet;le mounting allara for up to 45' tttabv a torimntal M ootimiae pedbr..mance, -bed arm rn s;ndng pr Ades true cutoIr In the same +.aloe -priced luminVre, IM t r-baulre Soadfications v Formed alurrk.:l Pn housing * Type C'lcludes a diLstAae tenon • Act to lamp and ballast Adapter T�' SCALE DATE NEXT ASSEMBLY 9.4 7.8 4.6 2.6 3.6 4.3 4.9 2. + 3.2 4.7 4.6 3.8 shield options aunlnum; prmr des apdrlllen • lndurm la^np and arm j7ypa Fj C? 2.6 2.4 2.0 * 4allab}e v ;th ph=cell 04 M 0.3 Suitable Rxvan mount' ig 7.0 7.4 5.8 4.2 W 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 6. 9 9.8 8.5 5.0 2.2 1.7 1.1 0�3 I 1 6.9 7.6 6.2 4.7 .0 6.9 6.6 4. 2. ■R Slick I 013 1 Z u F 3.3 5.3 6.2 5.3 . 4.8 5.8 6.2 6.0 5.2 4.8 4.3 3.6 2. • lamomN IMO W0 meal hallde PC MN64's xlad ° -N u'G e3 amw 23oww h1Ah plwum a dLm w U?lP"al °;,rrr soils O 4AAIA't< g00,AaWNOpreauraOdin rQmk AM&acs+•,elr,.I*r.vAwftv,A"v eraw lDD� 1WO vaM hV pmura wdum s ayrxerfra�aa�s, 7 co 9 E9i RR9 aC" ,FT'filx+JAlrx+ar,.^atu • d 0.2 O U 2.0 3.7 5.9 5.8 4.5 4.2 4.1 4.0 4.1 5.0 6.D ors In, III d L10dw Picts 7.1 • Ln N CD CD 0 0 2 LU 1.6-4.9 6.1 6.8 5.7 4.8 4.6 4.5 4.5 5.5 6.9 9.0 7. + 1 2.0 5.2 11.5 6.4 6.5 6.3 6.5 6.5 6.2 6.2 6.3 6.9 5. I 0.1 1 .4 7.2 7.4 4.6 5.2 7.0 7.5 6.3 5.0 4.0 I 011 1 3.2 2.7 2.5 3.4 6.4 8.1 6.0 3.3 2.2 29 28 27 26 0.3 04 5 4 D4 0 0 I 10 I 10 3 2 3 3 11 0:3 1 0.3 I 1 0.2 I 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 ROGERS STREET (VACATEDI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DA A TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHOD . ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN EL CTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS, 2881 GULF TO BAY ONE STORY C.B.S. P.B. 138, PGS. 35 & 36 ASS SERIES [a �III�I mill j .III. l� S GRAPHIC SCALE 1"=20' 40 20 10 0 20 A fui1 adjustab.a and directional lightirg system laeslgmd for rnaWrrlun fladblEy and ft challerges of md:yjl ligidng news. Adjrastet;le mounting allara for up to 45' tttabv a torimntal M ootimiae pedbr..mance, -bed arm rn s;ndng pr Ades true cutoIr In the same +.aloe -priced luminVre, IM t r-baulre Soadfications v Formed alurrk.:l Pn housing * Type C'lcludes a diLstAae tenon • Act to lamp and ballast Adapter T�' SCALE DATE NEXT ASSEMBLY mparenents through hires dow a lndLi* -,m inop, /adivatAe4e light Performance Designed Lighting Products e Assembly out+- or shidd t Zne -oleec tern" glass lens s Consult M=ry For external glare -^^"" ° ►w-� e -~ �' • A - v Op5w systems Wasted of collshed shield options aunlnum; prmr des apdrlllen • lndurm la^np and arm j7ypa Fj C? APPROVED BY elf ,'envy rar long and :aide I!ght * 4allab}e v ;th ph=cell 04 M n!w1budws Suitable Rxvan mount' ig a Lun*aire f4shad In,�vestheMr=P • UL 11sted For wetLncaticnr `.. pa•9 der-=t fln sh W 440 1710' 1R0" 81S' '.Cr S,CC IAA `GA' 1 P C P 2 8 8 3 8 A 1000 220 22,0' 10.5' JA' J." Dw"llNS 1INFORA ION dAliAPli GATAI� bltllNlagR } m LLI m MOUNnNO al AMU 01111t0eleNm 1�s u shayeee o. oar�hranee INFONMAnON WN YVhla ■R Slick Q Z u F l•A pwr" rm 31kr M P %darn r"rd2,nw) RF > l;pbaleekl12G,2Ca 2AG,277V; afa• ran eaia 17MMN 715 me %ft mar: rr.pl holds 42 40V2 aggpffim 230 Aa; skirt Tsw 1w'de 9S pmm 9201rw:afN wart mew rWk1a J lamomN IMO W0 meal hallde PC MN64's xlad ° -N u'G e3 amw 23oww h1Ah plwum a dLm w U?lP"al °;,rrr soils O 4AAIA't< g00,AaWNOpreauraOdin rQmk AM&acs+•,elr,.I*r.vAwftv,A"v eraw lDD� 1WO vaM hV pmura wdum s ayrxerfra�aa�s, 7 co 9 E9i RR9 aC" ,FT'filx+JAlrx+ar,.^atu d O U Q 7Ailammmm ism uIm NPOM avZvAr w CID ors In, III d L10dw Picts N 1065 inhnrtcrs Orin • BL, Palo arm, IL6COSS v T ,-L-FN s 800. 544 -4348 ■ Psake. 847 - 279-19827 ■ FAx: 847. 279.0641 NOTE: ALL ASB FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE UNLESS OTHERWISE SPECIFIED. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES NOTES, l�l i T�' SCALE DATE NEXT ASSEMBLY REF. DRWGS, Performance Designed Lighting Products DRAWN BY M W 2/12/14 1085 Johnson Dr., Buffalo Grave, Illinois 60089 1- 800 -544 -4848 CHECKED BY POINT-BY-POINT FO❑TCANDLE PLOT FOR - MCDONALD'S - APPROVED BY C? APPROVED BY FINISH 04 M 2871 GULF TO BAY BLVD CLEARWATER, FL APPROVED BY SHOP ORDER MATERIAL DRAWING NUMBER w W 00 1 P C P 2 8 8 3 8 A PROJECT NO. z 0 o_ it U U) w 0 U) z O U) w w Q 0 ml 1 U D C? 04 M 0 in co w W 00 00 } m LLI m m 0 m W Q W M W Z Y p W O cn Q w a co d O U Q CID N Ln N CD CD 0 LU II---^ vJ Z Q D I- o Q C/) Q r- J w W c �< U C_/) Om I..L 0 O Q LU -� co LU C Q 0 O Z JQ 5� O Q _ U w w CO C � ° G N U o U C_ �o Z ? r CD LL] M <i Z LL] r T Z M - 0 I n N H li Z v � IW Z z Q W o U F N z �% a \ o O ci cC6, LL] U O z 0Y W LU z_ CD z W N J N > U 0 C� i' r- z ® _ U� z CO z J U s° � ? ° s o E Q LLn� I-- J SHEET: 15.00 53.00 4.00 19.50 WB65 feet D Tractor Width 8.00 Lock to Lock Time Trailer Width 8.50 Steering Angle Tractor Track 8.00 Articulating Angle Trailer Track 8.50 MAXIMUM DESIGN VEHICLE N.T.S. I 6.0 28.4 70.0 J -GULF_ --- - - - - -- _�_ IL lo- REL. LP LP LIP R �I \I \ \ I I r I\ \ P I (nl \ w 0 I I I I \ / �\ \\ o � � (D ) I I I CN U `�� z � I \ \ \ \ ��JQw I I I °QmLLJ U) I I I \ \ fn ° \ \ W Ip f I \ \ \ �u o ° o o�Q LLI >L' I I CO 4 of 0 0 z LJ LP I1 ROGERS STREET (VACATED) kY S. 36 M A N E S GRAPHIC SCALE 1"=20' 40 20 10 0 20 z 0 0 U) w 0 U) z 0 U) w Q m 0 z U D o M o o 0 0 M W W l7] m 0 } m w m m o m w Q w W Z Y p w < U tY U) W o 2 d d O U Q 00 N N 0 0 w C0 Z Q J � Z w Q J U D w �o > QL0 Z w w c Uj C/) °m � w 0 >- o Q J m � Q Ow D Z LQ �_ O 5 X C) Q �Q z � U w w J 1-- N 2 Of U o U O_ co a U M °o ZZ_ 44 (If w c�0 w MM Z wr T Z c') 0 �� N Z U d w Z z J w = Q 0 U F a \ 0 LLJ O cC6, w U Z w w Z_ Z w N J ao N > N U 0 C� r` Z�o U Z CO Z J U �° ° CD- o E Q In � J © COPYRIGHT 2014 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER